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@geotechcli/core - npm Package Compare versions

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0.2.0

0.3.0

+62

dist/geo/seepage.d.ts

		import { z } from 'zod';
		export declare const DupuitSeepageInputSchema: z.ZodObject<{
		hydraulicConductivity: z.ZodNumber;
		upstreamHead: z.ZodNumber;
		downstreamHead: z.ZodNumber;
		seepageLength: z.ZodNumber;
		specificGravity: z.ZodDefault<z.ZodNumber>;
		voidRatio: z.ZodDefault<z.ZodNumber>;
		}, "strip", z.ZodTypeAny, {
		voidRatio: number;
		hydraulicConductivity: number;
		upstreamHead: number;
		downstreamHead: number;
		seepageLength: number;
		specificGravity: number;
		}, {
		hydraulicConductivity: number;
		upstreamHead: number;
		downstreamHead: number;
		seepageLength: number;
		voidRatio?: number \| undefined;
		specificGravity?: number \| undefined;
		}>;
		export type DupuitSeepageInput = z.infer<typeof DupuitSeepageInputSchema>;
		export interface SeepageResult {
		seepageFlow: number;
		exitGradient: number;
		criticalGradient: number;
		pipingFOS: number;
		heaveRisk: 'LOW' \| 'MODERATE' \| 'HIGH' \| 'SEVERE';
		heaveRiskDescription: string;
		steps: string[];
		}
		export declare function calculateDupuitSeepage(input: DupuitSeepageInput): SeepageResult;
		export declare const FlowNetSeepageInputSchema: z.ZodObject<{
		hydraulicConductivity: z.ZodNumber;
		totalHead: z.ZodNumber;
		flowChannels: z.ZodNumber;
		equipotentialDrops: z.ZodNumber;
		specificGravity: z.ZodDefault<z.ZodNumber>;
		voidRatio: z.ZodDefault<z.ZodNumber>;
		criticalFlowPath: z.ZodOptional<z.ZodNumber>;
		}, "strip", z.ZodTypeAny, {
		voidRatio: number;
		hydraulicConductivity: number;
		specificGravity: number;
		totalHead: number;
		flowChannels: number;
		equipotentialDrops: number;
		criticalFlowPath?: number \| undefined;
		}, {
		hydraulicConductivity: number;
		totalHead: number;
		flowChannels: number;
		equipotentialDrops: number;
		voidRatio?: number \| undefined;
		specificGravity?: number \| undefined;
		criticalFlowPath?: number \| undefined;
		}>;
		export type FlowNetSeepageInput = z.infer<typeof FlowNetSeepageInputSchema>;
		export declare function calculateFlowNetSeepage(input: FlowNetSeepageInput): SeepageResult;
		//# sourceMappingURL=seepage.d.ts.map

+1

dist/geo/seepage.d.ts.map

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+130

dist/geo/seepage.js

		import { z } from 'zod';
		// ---------------------------------------------------------------------------
		// Seepage Analysis Engine
		// Methods: Dupuit-Forchheimer (unconfined) + Flow Net approximation
		// Includes piping/heave safety checks per Terzaghi critical gradient
		// ---------------------------------------------------------------------------
		// ---------------------------------------------------------------------------
		// 1. Dupuit-Forchheimer — Unconfined 2D Seepage
		// ---------------------------------------------------------------------------
		export const DupuitSeepageInputSchema = z.object({
		hydraulicConductivity: z.number().positive().describe('Hydraulic conductivity k (m/s)'),
		upstreamHead: z.number().nonnegative().describe('Upstream head h₁ (m)'),
		downstreamHead: z.number().nonnegative().describe('Downstream head h₂ (m)'),
		seepageLength: z.number().positive().describe('Seepage path length L (m)'),
		specificGravity: z.number().positive().default(2.65).describe('Specific gravity Gs'),
		voidRatio: z.number().positive().default(0.7).describe('Void ratio e₀'),
		});
		export function calculateDupuitSeepage(input) {
		const v = DupuitSeepageInputSchema.parse(input);
		const steps = [];
		const { hydraulicConductivity: k, upstreamHead: h1, downstreamHead: h2, seepageLength: L, specificGravity: Gs, voidRatio: e } = v;
		// Head difference
		const H = h1 - h2;
		steps.push(`Head difference: H = h₁ - h₂ = ${h1} - ${h2} = ${H.toFixed(2)} m`);
		// Dupuit-Forchheimer flow: Q = k × (h₁² - h₂²) / (2L)
		const Q = k * (h1 2 - h2 2) / (2 * L);
		steps.push(`Seepage flow (Dupuit): Q = k(h₁² - h₂²) / (2L) = ${Q.toExponential(3)} m³/s per m`);
		// Average hydraulic gradient
		const iAvg = H / L;
		steps.push(`Average hydraulic gradient: i_avg = H/L = ${iAvg.toFixed(4)}`);
		// Exit gradient (at downstream face, assuming parabolic phreatic surface)
		const iExit = H / (L * (h2 > 0 ? 1 : 0.5));
		const iExitUsed = h2 > 0 ? iAvg : H / (0.5 * L);
		steps.push(`Exit gradient: i_exit ≈ ${iExitUsed.toFixed(4)}`);
		// Terzaghi critical gradient: i_cr = (Gs - 1) / (1 + e)
		const iCritical = (Gs - 1) / (1 + e);
		steps.push(`Critical gradient (Terzaghi): i_cr = (Gs - 1) / (1 + e) = (${Gs} - 1) / (1 + ${e}) = ${iCritical.toFixed(3)}`);
		// Factor of safety against piping
		const FOS = iExitUsed > 0 ? iCritical / iExitUsed : Infinity;
		steps.push(`Factor of safety against piping: FS = i_cr / i_exit = ${FOS === Infinity ? '∞' : FOS.toFixed(2)}`);
		// Risk classification
		let heaveRisk;
		let heaveRiskDescription;
		if (FOS >= 5) {
		heaveRisk = 'LOW';
		heaveRiskDescription = 'Piping risk is low. Standard drainage measures are adequate.';
		}
		else if (FOS >= 3) {
		heaveRisk = 'MODERATE';
		heaveRiskDescription = 'Moderate piping risk. Consider filter design and drainage improvements.';
		}
		else if (FOS >= 1.5) {
		heaveRisk = 'HIGH';
		heaveRiskDescription = 'High piping risk. Filter and cutoff design is strongly recommended.';
		}
		else {
		heaveRisk = 'SEVERE';
		heaveRiskDescription = 'SEVERE: Exit gradient approaches critical. Immediate remedial measures required.';
		}
		steps.push(`Heave/piping risk: ${heaveRisk} (FS = ${FOS === Infinity ? '∞' : FOS.toFixed(2)})`);
		return {
		seepageFlow: parseFloat(Q.toExponential(4)),
		exitGradient: parseFloat(iExitUsed.toFixed(4)),
		criticalGradient: parseFloat(iCritical.toFixed(4)),
		pipingFOS: FOS === Infinity ? 999 : parseFloat(FOS.toFixed(2)),
		heaveRisk,
		heaveRiskDescription,
		steps,
		};
		}
		// ---------------------------------------------------------------------------
		// 2. Flow Net Method — Q = k × H × (Nf / Nd) per unit width
		// ---------------------------------------------------------------------------
		export const FlowNetSeepageInputSchema = z.object({
		hydraulicConductivity: z.number().positive().describe('Hydraulic conductivity k (m/s)'),
		totalHead: z.number().positive().describe('Total head loss H (m)'),
		flowChannels: z.number().int().positive().describe('Number of flow channels Nf'),
		equipotentialDrops: z.number().int().positive().describe('Number of equipotential drops Nd'),
		specificGravity: z.number().positive().default(2.65),
		voidRatio: z.number().positive().default(0.7),
		criticalFlowPath: z.number().positive().optional().describe('Length of critical flow path for exit gradient (m)'),
		});
		export function calculateFlowNetSeepage(input) {
		const v = FlowNetSeepageInputSchema.parse(input);
		const steps = [];
		const { hydraulicConductivity: k, totalHead: H, flowChannels: Nf, equipotentialDrops: Nd, specificGravity: Gs, voidRatio: e } = v;
		// Flow net seepage: Q = k × H × (Nf / Nd)
		const Q = k * H * (Nf / Nd);
		steps.push(`Flow net seepage: Q = k × H × Nf/Nd = ${k} × ${H} × ${Nf}/${Nd} = ${Q.toExponential(3)} m³/s per m`);
		// Exit gradient: Δh per last potential drop / last flow net square dimension
		// For approximation: i_exit ≈ H / (Nd × last_square_size), use H/Nd as head per drop
		const headPerDrop = H / Nd;
		steps.push(`Head loss per equipotential drop: Δh = H/Nd = ${headPerDrop.toFixed(3)} m`);
		// Exit gradient (approximate — last square assumed to have unit dimension 1m if not given)
		const critPathLen = v.criticalFlowPath ?? 1.0;
		const iExit = headPerDrop / critPathLen;
		steps.push(`Exit gradient (approx): i_exit = Δh / critical_path = ${headPerDrop.toFixed(3)} / ${critPathLen} = ${iExit.toFixed(4)}`);
		const iCritical = (Gs - 1) / (1 + e);
		steps.push(`Critical gradient: i_cr = (Gs-1)/(1+e) = ${iCritical.toFixed(3)}`);
		const FOS = iCritical / iExit;
		steps.push(`Piping FS = i_cr / i_exit = ${FOS.toFixed(2)}`);
		let heaveRisk;
		let heaveRiskDescription;
		if (FOS >= 5) {
		heaveRisk = 'LOW';
		heaveRiskDescription = 'Piping risk is low. Standard drainage measures are adequate.';
		}
		else if (FOS >= 3) {
		heaveRisk = 'MODERATE';
		heaveRiskDescription = 'Moderate piping risk. Consider filter design and drainage improvements.';
		}
		else if (FOS >= 1.5) {
		heaveRisk = 'HIGH';
		heaveRiskDescription = 'High piping risk. Filter and cutoff design is strongly recommended.';
		}
		else {
		heaveRisk = 'SEVERE';
		heaveRiskDescription = 'SEVERE: Exit gradient approaches critical. Immediate remedial measures required.';
		}
		return {
		seepageFlow: parseFloat(Q.toExponential(4)),
		exitGradient: parseFloat(iExit.toFixed(4)),
		criticalGradient: parseFloat(iCritical.toFixed(4)),
		pipingFOS: parseFloat(FOS.toFixed(2)),
		heaveRisk,
		heaveRiskDescription,
		steps,
		};
		}
		//# sourceMappingURL=seepage.js.map

+1

dist/geo/seepage.js.map

+10

dist/llm/util.d.ts

		/**
		* Sanitize an upstream LLM provider error message so that only English text
		* is ever shown to CLI users.
		*
		* 1. Direct map lookup for known Zhipu error strings.
		* 2. CJK character detection → generic English replacement.
		* 3. Otherwise return the original string unchanged.
		*/
		export declare function sanitizeUpstreamError(raw: string \| undefined \| null): string;
		//# sourceMappingURL=util.d.ts.map

+1

dist/llm/util.d.ts.map

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+54

dist/llm/util.js

		// ---------------------------------------------------------------------------
		// Upstream error sanitizer — ensures all error messages shown to CLI users
		// are in English, regardless of what the upstream LLM provider returns.
		// Zhipu/Z.AI API returns Chinese-language error strings that must be
		// translated before surfacing to the user.
		// ---------------------------------------------------------------------------
		const UPSTREAM_ERROR_MAP = {
		// Zhipu / Z.AI known error strings (Chinese → English)
		'图片输入格式/解析错误': 'Image input format or parsing error. Use PNG or JPG (avoid raw PDFs).',
		'请求参数错误': 'Invalid request parameters sent to the AI provider.',
		'模型不存在': 'The requested AI model does not exist on the provider.',
		'超出最大输入长度': 'Input exceeds the maximum token length. Try a shorter prompt or smaller image.',
		'系统繁忙': 'The AI provider service is currently busy. Please try again shortly.',
		'余额不足': 'The hosted beta AI account has insufficient credits. Contact support.',
		'访问受限': 'Access to the AI provider is currently restricted.',
		'内容过滤': 'The request was blocked by the AI provider content filter.',
		'图片大小超限': 'Image size exceeds the provider limit. Resize the image and try again.',
		'不支持的图片格式': 'Unsupported image format. Use PNG or JPG.',
		'无效的API密钥': 'Invalid API key configured on the hosted beta server.',
		};
		/**
		* CJK Unicode ranges: CJK Unified Ideographs, CJK Symbols, Fullwidth forms,
		* Hiragana, Katakana, Hangul.
		*/
		const CJK_PATTERN = /[\u4e00-\u9fff\u3000-\u303f\uff00-\uffef\u3040-\u309f\u30a0-\u30ff\uac00-\ud7af]/;
		/**
		* Sanitize an upstream LLM provider error message so that only English text
		* is ever shown to CLI users.
		*
		* 1. Direct map lookup for known Zhipu error strings.
		* 2. CJK character detection → generic English replacement.
		* 3. Otherwise return the original string unchanged.
		*/
		export function sanitizeUpstreamError(raw) {
		if (!raw)
		return 'The AI provider returned an unspecified error.';
		const trimmed = raw.trim();
		// Direct known-error lookup (exact match)
		if (UPSTREAM_ERROR_MAP[trimmed]) {
		return UPSTREAM_ERROR_MAP[trimmed];
		}
		// Partial match — check if any known Chinese key is a substring
		for (const [key, translation] of Object.entries(UPSTREAM_ERROR_MAP)) {
		if (trimmed.includes(key)) {
		return translation;
		}
		}
		// Detect any CJK characters in the string
		if (CJK_PATTERN.test(trimmed)) {
		return 'The AI provider returned a non-English error. The image format or request may be unsupported. Try a PNG or JPG image file.';
		}
		return trimmed;
		}
		//# sourceMappingURL=util.js.map

+1

dist/llm/util.js.map

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+7

dist/report/docx.d.ts

		/**
		* DOCX report renderer using the `docx` library (pure JS, Open XML).
		* Converts a GeneratedReport into a professional Word document buffer.
		*/
		import type { GeneratedReport } from './index.js';
		export declare function renderReportAsDocx(report: GeneratedReport): Promise<Buffer>;
		//# sourceMappingURL=docx.d.ts.map

+1

dist/report/docx.d.ts.map

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+173

dist/report/docx.js

		async function getDocx() {
		try {
		return await import('docx');
		}
		catch {
		throw new Error('docx is required for DOCX export. Install it: npm install docx --workspace=@geotechcli/core');
		}
		}
		/**
		* Strip markdown syntax for plain text rendering.
		*/
		function stripMd(text) {
		return text
		.replace(/\\(.+?)\\/g, '$1')
		.replace(/\(.+?)\/g, '$1')
		.replace(/`(.+?)`/g, '$1')
		.replace(/\[([^\]]+)\]$[^)]+$/g, '$1')
		.trim();
		}
		function isTableSep(line) {
		return /^\\|[-: \|]+\\|$/.test(line.trim());
		}
		function isTableRow(line) {
		return line.trim().startsWith('\|') && !isTableSep(line);
		}
		function parseRow(line) {
		return line.split('\|').slice(1, -1).map(c => c.trim());
		}
		export async function renderReportAsDocx(report) {
		const docx = await getDocx();
		const { Document, Packer, Paragraph, TextRun, HeadingLevel, Table, TableRow, TableCell, WidthType, BorderStyle, AlignmentType, PageBreak, Header, Footer, } = docx;
		const BRAND_COLOR = '00b8c8';
		const DARK = '1a1a2e';
		const allChildren = [];
		// Title
		allChildren.push(new Paragraph({
		text: report.title,
		heading: HeadingLevel.TITLE,
		alignment: AlignmentType.CENTER,
		spacing: { after: 300 },
		run: { color: BRAND_COLOR },
		}));
		allChildren.push(new Paragraph({
		children: [new TextRun({ text: `Generated by geotechCLI v0.3.0 · ${new Date().toISOString().split('T')[0]}`, color: '888899', size: 20 })],
		alignment: AlignmentType.CENTER,
		spacing: { after: 600 },
		}));
		// Sections
		for (const section of report.sections) {
		// Page break before each section (except first)
		if (section !== report.sections[0]) {
		allChildren.push(new Paragraph({ children: [new PageBreak()] }));
		}
		// Section heading
		allChildren.push(new Paragraph({
		text: section.title,
		heading: HeadingLevel.HEADING_1,
		spacing: { before: 200, after: 180 },
		}));
		// Parse content
		const lines = section.content.split('\n');
		let tableLines = [];
		let inTable = false;
		const flushTable = () => {
		if (tableLines.length < 2) {
		tableLines = [];
		inTable = false;
		return;
		}
		const dataLines = tableLines.filter(l => !isTableSep(l));
		if (dataLines.length < 2) {
		tableLines = [];
		inTable = false;
		return;
		}
		const headers = parseRow(dataLines[0]);
		const rows = dataLines.slice(1).map(parseRow);
		const colCount = headers.length;
		const colWidth = Math.floor(9030 / colCount);
		const headerRow = new TableRow({
		children: headers.map(h => new TableCell({
		children: [new Paragraph({
		children: [new TextRun({ text: stripMd(h), bold: true, color: BRAND_COLOR })],
		alignment: AlignmentType.LEFT,
		})],
		shading: { fill: 'f0f8fa' },
		width: { size: colWidth, type: WidthType.DXA },
		})),
		tableHeader: true,
		});
		const dataRows = rows.map(row => new TableRow({
		children: row.map(cell => new TableCell({
		children: [new Paragraph({ children: [new TextRun({ text: stripMd(cell), color: DARK })] })],
		width: { size: colWidth, type: WidthType.DXA },
		})),
		}));
		allChildren.push(new Table({
		rows: [headerRow, ...dataRows],
		width: { size: 9030, type: WidthType.DXA },
		borders: {
		top: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		bottom: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		left: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		right: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		insideHorizontal: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		insideVertical: { style: BorderStyle.SINGLE, size: 1, color: 'ccccdd' },
		},
		}));
		allChildren.push(new Paragraph({ text: '', spacing: { after: 160 } }));
		tableLines = [];
		inTable = false;
		};
		for (const line of lines) {
		if (isTableRow(line) \|\| isTableSep(line)) {
		inTable = true;
		tableLines.push(line);
		continue;
		}
		if (inTable)
		flushTable();
		const t = line.trim();
		if (!t) {
		allChildren.push(new Paragraph({ text: '' }));
		continue;
		}
		if (/^##\s/.test(t)) {
		allChildren.push(new Paragraph({ text: stripMd(t.replace(/^##\s+/, '')), heading: HeadingLevel.HEADING_2 }));
		}
		else if (/^###\s/.test(t)) {
		allChildren.push(new Paragraph({ text: stripMd(t.replace(/^###\s+/, '')), heading: HeadingLevel.HEADING_3 }));
		}
		else if (/^[-*+]\s/.test(t)) {
		allChildren.push(new Paragraph({
		children: [new TextRun({ text: stripMd(t.replace(/^[-*+]\s+/, '')), color: DARK })],
		bullet: { level: 0 },
		spacing: { after: 60 },
		}));
		}
		else {
		allChildren.push(new Paragraph({
		children: [new TextRun({ text: stripMd(t), color: DARK })],
		spacing: { after: 100 },
		}));
		}
		}
		if (inTable)
		flushTable();
		}
		const doc = new Document({
		sections: [{
		properties: {},
		headers: {
		default: new Header({
		children: [new Paragraph({
		children: [new TextRun({ text: `geotechCLI · ${report.title}`, color: '888899', size: 18 })],
		alignment: AlignmentType.RIGHT,
		})],
		}),
		},
		footers: {
		default: new Footer({
		children: [new Paragraph({
		children: [new TextRun({ text: 'geotechCLI — Confidential Engineering Report', color: '888899', size: 18 })],
		alignment: AlignmentType.CENTER,
		})],
		}),
		},
		children: allChildren,
		}],
		});
		return Buffer.from(await Packer.toBuffer(doc));
		}
		//# sourceMappingURL=docx.js.map

+1

dist/report/docx.js.map

+7

dist/report/pdf.d.ts

		/**
		* PDF report renderer using pdfkit (pure JS, no native deps).
		* Converts a GeneratedReport (markdown sections) to a professional PDF buffer.
		*/
		import type { GeneratedReport } from './index.js';
		export declare function renderReportAsPdf(report: GeneratedReport): Promise<Buffer>;
		//# sourceMappingURL=pdf.d.ts.map

+1

dist/report/pdf.d.ts.map

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+190

dist/report/pdf.js

		// Dynamic import to avoid top-level require errors when pdfkit is installed
		async function getPDFKit() {
		try {
		// @ts-ignore — pdfkit may not have perfect ESM types
		const { default: PDFDocument } = await import('pdfkit');
		return PDFDocument;
		}
		catch {
		throw new Error('pdfkit is required for PDF export. Install it: npm install pdfkit --workspace=@geotechcli/core');
		}
		}
		const BRAND_CYAN = '#00b8c8';
		const TEXT_DARK = '#1a1a2e';
		const TEXT_GRAY = '#555577';
		const LINE_GRAY = '#ccccdd';
		const PAGE_MARGIN = 56;
		const FONT_TITLE = 'Helvetica-Bold';
		const FONT_BODY = 'Helvetica';
		const FONT_BOLD = 'Helvetica-Bold';
		/**
		* Strip markdown syntax for plain text rendering in PDF.
		*/
		function stripMarkdown(text) {
		return text
		.replace(/^#{1,6}\s+/gm, '') // headings
		.replace(/\\(.+?)\\/g, '$1') // bold
		.replace(/\(.+?)\/g, '$1') // italic
		.replace(/`(.+?)`/g, '$1') // inline code
		.replace(/^\s[-+]\s+/gm, '• ') // bullets
		.replace(/^\s*\d+\.\s+/gm, '') // numbered lists
		.replace(/\\|[-:\| ]+\\|/g, '') // table separators
		.replace(/\[([^\]]+)\]$[^)]+$/g, '$1') // links
		.trim();
		}
		/**
		* Detect if a line is a markdown table row.
		*/
		function isTableLine(line) {
		return line.trim().startsWith('\|');
		}
		/**
		* Parse a simple markdown table into headers and rows.
		*/
		function parseMarkdownTable(block) {
		const dataLines = block.filter(l => !l.replace(/\\|/g, '').replace(/-/g, '').trim().match(/^[-:\| ]*$/));
		if (dataLines.length < 2)
		return null;
		const parse = (line) => line.split('\|').slice(1, -1).map(c => c.trim());
		const headers = parse(dataLines[0]);
		const rows = dataLines.slice(1).map(parse);
		return { headers, rows };
		}
		export async function renderReportAsPdf(report) {
		const PDFDocument = await getPDFKit();
		return new Promise((resolve, reject) => {
		const doc = new PDFDocument({ margin: PAGE_MARGIN, size: 'A4' });
		const chunks = [];
		doc.on('data', (chunk) => chunks.push(chunk));
		doc.on('end', () => resolve(Buffer.concat(chunks)));
		doc.on('error', reject);
		const pageWidth = doc.page.width - PAGE_MARGIN * 2;
		// -----------------------------------------------------------------------
		// Title page
		// -----------------------------------------------------------------------
		doc.rect(0, 0, doc.page.width, 8).fill(BRAND_CYAN);
		doc.moveDown(2);
		doc.font(FONT_TITLE).fontSize(22).fillColor(TEXT_DARK)
		.text(report.title, PAGE_MARGIN, 80, { width: pageWidth, align: 'center' });
		doc.moveDown(0.5);
		doc.font(FONT_BODY).fontSize(11).fillColor(TEXT_GRAY)
		.text(`Generated by geotechCLI v${process.env.npm_package_version ?? '0.3.0'}`, {
		align: 'center',
		});
		doc.font(FONT_BODY).fontSize(10).fillColor(TEXT_GRAY)
		.text(new Date().toISOString().split('T')[0], { align: 'center' });
		doc.moveDown(2);
		doc.moveTo(PAGE_MARGIN, doc.y).lineTo(doc.page.width - PAGE_MARGIN, doc.y)
		.strokeColor(LINE_GRAY).lineWidth(1).stroke();
		doc.moveDown(1.5);
		// Table of contents (section names)
		doc.font(FONT_BOLD).fontSize(12).fillColor(BRAND_CYAN).text('Contents', PAGE_MARGIN);
		doc.moveDown(0.4);
		for (const section of report.sections) {
		doc.font(FONT_BODY).fontSize(10).fillColor(TEXT_DARK)
		.text(`• ${section.title}`, PAGE_MARGIN + 12);
		}
		// -----------------------------------------------------------------------
		// Content sections
		// -----------------------------------------------------------------------
		for (const section of report.sections) {
		doc.addPage();
		doc.rect(0, 0, doc.page.width, 5).fill(BRAND_CYAN);
		doc.moveDown(1);
		doc.font(FONT_TITLE).fontSize(14).fillColor(BRAND_CYAN)
		.text(section.title, PAGE_MARGIN, 40, { width: pageWidth });
		doc.moveDown(0.4);
		doc.moveTo(PAGE_MARGIN, doc.y).lineTo(doc.page.width - PAGE_MARGIN, doc.y)
		.strokeColor(BRAND_CYAN).lineWidth(1.5).stroke();
		doc.moveDown(0.6);
		// Render content line by line
		const lines = section.content.split('\n');
		let tableBuffer = [];
		let inTable = false;
		const flushTable = () => {
		if (tableBuffer.length === 0)
		return;
		const parsed = parseMarkdownTable(tableBuffer);
		if (parsed && doc.y < doc.page.height - 120) {
		const colW = pageWidth / parsed.headers.length;
		// Header row
		let x = PAGE_MARGIN;
		doc.font(FONT_BOLD).fontSize(8.5).fillColor(TEXT_DARK);
		for (const h of parsed.headers) {
		doc.text(h, x + 4, doc.y, { width: colW - 8, lineBreak: false });
		x += colW;
		}
		doc.moveDown(0.3);
		doc.moveTo(PAGE_MARGIN, doc.y).lineTo(doc.page.width - PAGE_MARGIN, doc.y)
		.strokeColor(LINE_GRAY).lineWidth(0.5).stroke();
		doc.moveDown(0.2);
		// Data rows
		doc.font(FONT_BODY).fontSize(8.5).fillColor(TEXT_DARK);
		for (const row of parsed.rows) {
		x = PAGE_MARGIN;
		const rowY = doc.y;
		for (const cell of row) {
		doc.text(cell, x + 4, rowY, { width: colW - 8, lineBreak: false });
		x += colW;
		}
		doc.moveDown(0.4);
		}
		doc.moveDown(0.4);
		}
		tableBuffer = [];
		inTable = false;
		};
		for (const line of lines) {
		if (isTableLine(line)) {
		inTable = true;
		tableBuffer.push(line);
		continue;
		}
		if (inTable)
		flushTable();
		const stripped = strictRenderLine(line, doc, PAGE_MARGIN, pageWidth);
		if (stripped !== null)
		doc.moveDown(0.3);
		}
		if (inTable)
		flushTable();
		}
		// -----------------------------------------------------------------------
		// Footer on each page
		// -----------------------------------------------------------------------
		const range = doc.bufferedPageRange();
		for (let i = range.start; i < range.start + range.count; i++) {
		doc.switchToPage(i);
		doc.font(FONT_BODY).fontSize(8).fillColor(TEXT_GRAY)
		.text(`geotechCLI · ${report.title} · Page ${i + 1} of ${range.count}`, PAGE_MARGIN, doc.page.height - 36, { align: 'center', width: pageWidth });
		}
		doc.end();
		});
		}
		/** Render a single non-table markdown line into the PDF. Returns null if empty line. */
		function strictRenderLine(line, doc, margin, width) {
		const trimmed = line.trim();
		if (!trimmed)
		return null;
		if (/^#{1,2}\s/.test(trimmed)) {
		const text = trimmed.replace(/^#{1,2}\s+/, '');
		doc.font('Helvetica-Bold').fontSize(12).fillColor('#00b8c8').text(stripMarkdown(text), margin, undefined, { width });
		return true;
		}
		if (/^#{3,6}\s/.test(trimmed)) {
		const text = trimmed.replace(/^#{3,6}\s+/, '');
		doc.font('Helvetica-Bold').fontSize(10.5).fillColor('#1a1a2e').text(stripMarkdown(text), margin, undefined, { width });
		return true;
		}
		// Bullet
		if (/^[-*+]\s/.test(trimmed)) {
		const text = trimmed.replace(/^[-*+]\s+/, '');
		doc.font('Helvetica').fontSize(10).fillColor('#1a1a2e')
		.text('• ' + stripMarkdown(text), margin + 10, undefined, { width: width - 10 });
		return true;
		}
		// Normal paragraph
		doc.font('Helvetica').fontSize(10).fillColor('#1a1a2e').text(stripMarkdown(trimmed), margin, undefined, { width });
		return true;
		}
		//# sourceMappingURL=pdf.js.map

+1

dist/report/pdf.js.map

+2

-1

dist/geo/index.d.ts

		export { calculateBearingCapacity, type BearingCapacityResult, type BearingCapacityInput } from './bearing-capacity.js';
		export { classifyUSCS, classifyRMR89, classifyQSystem, type USCSResult, type RMR89Result, type QSystemResult } from './classification.js';
		export { calculateLiquefaction, type LiquefactionResult } from './liquefaction.js';
		export { calculateConsolidation, calculateSchmertmann, calculatePeckSettlement, type ConsolidationResult, type SchmertmannResult, type PeckSettlementResult, } from './settlement.js';
		export { calculateConsolidation, calculateSchmertmann, calculatePeckSettlement, type ConsolidationInput, type ConsolidationResult, type SchmertmannInput, type SchmertmannResult, type PeckSettlementInput, type PeckSettlementResult, } from './settlement.js';
		export { predictTBMPerformance, selectTBMType, predictCutterWear } from './tunnel/index.js';
		@@ -9,2 +9,3 @@ export { calculatePileCapacity, type PileCapacityResult, type PileCapacityInput } from './pile-capacity.js';
		export { calculateLateralEarthPressure, type LateralEarthPressureResult, type LateralEarthPressureInput } from './lateral-earth-pressure.js';
		export { calculateDupuitSeepage, calculateFlowNetSeepage, type DupuitSeepageInput, type FlowNetSeepageInput, type SeepageResult, } from './seepage.js';
		//# sourceMappingURL=index.d.ts.map

+1

-1

dist/geo/index.d.ts.map

		@@ -1,1 +0,1 @@
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		{"version":3,"file":"index.d.ts","sourceRoot":"","sources":["../../src/geo/index.ts"],"names":[],"mappings":"AAAA,OAAO,EAAE,wBAAwB,EAAE,KAAK,qBAAqB,EAAE,KAAK,oBAAoB,EAAE,MAAM,uBAAuB,CAAC;AACxH,OAAO,EAAE,YAAY,EAAE,aAAa,EAAE,eAAe,EAAE,KAAK,UAAU,EAAE,KAAK,WAAW,EAAE,KAAK,aAAa,EAAE,MAAM,qBAAqB,CAAC;AAC1I,OAAO,EAAE,qBAAqB,EAAE,KAAK,kBAAkB,EAAE,MAAM,mBAAmB,CAAC;AACnF,OAAO,EACL,sBAAsB,EACtB,oBAAoB,EACpB,uBAAuB,EACvB,KAAK,kBAAkB,EACvB,KAAK,mBAAmB,EACxB,KAAK,gBAAgB,EACrB,KAAK,iBAAiB,EACtB,KAAK,mBAAmB,EACxB,KAAK,oBAAoB,GAC1B,MAAM,iBAAiB,CAAC;AACzB,OAAO,EAAE,qBAAqB,EAAE,aAAa,EAAE,iBAAiB,EAAE,MAAM,mBAAmB,CAAC;AAC5F,OAAO,EAAE,qBAAqB,EAAE,KAAK,kBAAkB,EAAE,KAAK,iBAAiB,EAAE,MAAM,oBAAoB,CAAC;AAC5G,OAAO,EAAE,uBAAuB,EAAE,KAAK,oBAAoB,EAAE,KAAK,mBAAmB,EAAE,MAAM,sBAAsB,CAAC;AACpH,OAAO,EAAE,6BAA6B,EAAE,KAAK,0BAA0B,EAAE,KAAK,yBAAyB,EAAE,MAAM,6BAA6B,CAAC;AAC7I,OAAO,EACL,sBAAsB,EACtB,uBAAuB,EACvB,KAAK,kBAAkB,EACvB,KAAK,mBAAmB,EACxB,KAAK,aAAa,GACnB,MAAM,cAAc,CAAC"}

+1

-0

dist/geo/index.js

		@@ -9,2 +9,3 @@ export { calculateBearingCapacity } from './bearing-capacity.js';
		export { calculateLateralEarthPressure } from './lateral-earth-pressure.js';
		export { calculateDupuitSeepage, calculateFlowNetSeepage, } from './seepage.js';
		//# sourceMappingURL=index.js.map

+1

-1

dist/geo/index.js.map

		@@ -1,1 +0,1 @@
		{"version":3,"file":"index.js","sourceRoot":"","sources":["../../src/geo/index.ts"],"names":[],"mappings":"AAAA,OAAO,EAAE,wBAAwB,EAAyD,MAAM,uBAAuB,CAAC;AACxH,OAAO,EAAE,YAAY,EAAE,aAAa,EAAE,eAAe,EAAyD,MAAM,qBAAqB,CAAC;AAC1I,OAAO,EAAE,qBAAqB,EAA2B,MAAM,mBAAmB,CAAC;AACnF,OAAO,EACL,sBAAsB,EACtB,oBAAoB,EACpB,uBAAuB,GAIxB,MAAM,iBAAiB,CAAC;AACzB,OAAO,EAAE,qBAAqB,EAAE,aAAa,EAAE,iBAAiB,EAAE,MAAM,mBAAmB,CAAC;AAC5F,OAAO,EAAE,qBAAqB,EAAmD,MAAM,oBAAoB,CAAC;AAC5G,OAAO,EAAE,uBAAuB,EAAuD,MAAM,sBAAsB,CAAC;AACpH,OAAO,EAAE,6BAA6B,EAAmE,MAAM,6BAA6B,CAAC"}
		{"version":3,"file":"index.js","sourceRoot":"","sources":["../../src/geo/index.ts"],"names":[],"mappings":"AAAA,OAAO,EAAE,wBAAwB,EAAyD,MAAM,uBAAuB,CAAC;AACxH,OAAO,EAAE,YAAY,EAAE,aAAa,EAAE,eAAe,EAAyD,MAAM,qBAAqB,CAAC;AAC1I,OAAO,EAAE,qBAAqB,EAA2B,MAAM,mBAAmB,CAAC;AACnF,OAAO,EACL,sBAAsB,EACtB,oBAAoB,EACpB,uBAAuB,GAOxB,MAAM,iBAAiB,CAAC;AACzB,OAAO,EAAE,qBAAqB,EAAE,aAAa,EAAE,iBAAiB,EAAE,MAAM,mBAAmB,CAAC;AAC5F,OAAO,EAAE,qBAAqB,EAAmD,MAAM,oBAAoB,CAAC;AAC5G,OAAO,EAAE,uBAAuB,EAAuD,MAAM,sBAAsB,CAAC;AACpH,OAAO,EAAE,6BAA6B,EAAmE,MAAM,6BAA6B,CAAC;AAC7I,OAAO,EACL,sBAAsB,EACtB,uBAAuB,GAIxB,MAAM,cAAc,CAAC"}

+2

-1

dist/index.d.ts

		export * from './llm/index.js';
		export { sanitizeUpstreamError } from './llm/util.js';
		export * from './geo/index.js';
		@@ -13,3 +14,3 @@ export * from './config/index.js';
		export { analyzeCoreBox, classifyRMRFromImage, classifySoilFromDescription, interpretBoreholeLog, queryGBRDocument, interpretSensorImage, type ParseSafety, type ParseStatus, type CoreBoxAnalysisResult, type HybridRMRResult, type SoilClassificationFromTextResult, type BoreholeInterpretation, type BoreholeLayer, type SensorInterpretation, } from './vision/index.js';
		export { generateReport, type GeneratedReport, type ReportSection } from './report/index.js';
		export { generateReport, renderReportAsPdf, renderReportAsDocx, type GeneratedReport, type ReportSection } from './report/index.js';
		export { exportGeoJSON, exportBoreholeGeoJSON, exportDXF, exportBoreholeProfileDXF, exportCSV, exportJSON, type GeoJSONFeatureInput, type DXFEntity, } from './export/index.js';
		@@ -16,0 +17,0 @@ export { detectSoftware, generatePLAXISScript, generateFLACScript, generateRocscienceScript, type BridgeStatus, type ScriptTemplate, type SoftwareType, } from './bridge/index.js';

+1

-1

dist/index.d.ts.map

		@@ -1,1 +0,1 @@
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		{"version":3,"file":"index.d.ts","sourceRoot":"","sources":["../src/index.ts"],"names":[],"mappings":"AACA,cAAc,gBAAgB,CAAC;AAG/B,OAAO,EAAE,qBAAqB,EAAE,MAAM,eAAe,CAAC;AAGtD,cAAc,gBAAgB,CAAC;AAG/B,cAAc,mBAAmB,CAAC;AAClC,cAAc,iBAAiB,CAAC;AAGhC,cAAc,mBAAmB,CAAC;AAGlC,OAAO,EAAE,cAAc,EAAE,aAAa,EAAE,eAAe,EAAE,KAAK,iBAAiB,EAAE,KAAK,oBAAoB,EAAE,MAAM,sBAAsB,CAAC;AAGzI,OAAO,EACL,aAAa,EAAE,WAAW,EAAE,WAAW,EAAE,YAAY,EAAE,aAAa,EACpE,cAAc,EAAE,mBAAmB,EAAE,OAAO,EAAE,oBAAoB,EAClE,gBAAgB,EAAE,oBAAoB,EAAE,aAAa,EAAE,WAAW,EAClE,eAAe,EAAE,wBAAwB,EAAE,oBAAoB,EAAE,sBAAsB,EACvF,KAAK,WAAW,EAAE,KAAK,WAAW,EAAE,KAAK,WAAW,EAAE,KAAK,gBAAgB,EAC3E,KAAK,iBAAiB,EAAE,KAAK,eAAe,EAAE,KAAK,cAAc,EAAE,KAAK,gBAAgB,EACxF,KAAK,mBAAmB,EAAE,KAAK,qBAAqB,GACrD,MAAM,oBAAoB,CAAC;AAG5B,OAAO,EAAE,iBAAiB,EAAE,KAAK,QAAQ,EAAE,MAAM,0BAA0B,CAAC;AAC5E,OAAO,EACL,QAAQ,EACR,iBAAiB,EACjB,KAAK,SAAS,EACd,KAAK,YAAY,EACjB,KAAK,aAAa,GACnB,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,QAAQ,EACR,KAAK,SAAS,EACd,KAAK,YAAY,EACjB,KAAK,aAAa,GACnB,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,YAAY,EACZ,KAAK,cAAc,EACnB,KAAK,UAAU,GAChB,MAAM,mBAAmB,CAAC;AAE3B,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,2BAA2B,EAC3B,oBAAoB,EACpB,gBAAgB,EAChB,oBAAoB,EACpB,KAAK,WAAW,EAChB,KAAK,WAAW,EAChB,KAAK,qBAAqB,EAC1B,KAAK,eAAe,EACpB,KAAK,gCAAgC,EACrC,KAAK,sBAAsB,EAC3B,KAAK,aAAa,EAClB,KAAK,oBAAoB,GAC1B,MAAM,mBAAmB,CAAC;AAG3B,OAAO,EAAE,cAAc,EAAE,iBAAiB,EAAE,kBAAkB,EAAE,KAAK,eAAe,EAAE,KAAK,aAAa,EAAE,MAAM,mBAAmB,CAAC;AAGpI,OAAO,EACL,aAAa,EACb,qBAAqB,EACrB,SAAS,EACT,wBAAwB,EACxB,SAAS,EACT,UAAU,EACV,KAAK,mBAAmB,EACxB,KAAK,SAAS,GACf,MAAM,mBAAmB,CAAC;AAG3B,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,kBAAkB,EAClB,wBAAwB,EACxB,KAAK,YAAY,EACjB,KAAK,cAAc,EACnB,KAAK,YAAY,GAClB,MAAM,mBAAmB,CAAC;AAG3B,OAAO,EACL,kBAAkB,EAClB,kBAAkB,EAClB,mBAAmB,EACnB,wBAAwB,EACxB,KAAK,WAAW,EAChB,KAAK,UAAU,EACf,KAAK,gBAAgB,GACtB,MAAM,8BAA8B,CAAC;AAEtC,OAAO,EAAE,cAAc,EAAE,MAAM,sCAAsC,CAAC;AAGtE,OAAO,EACL,YAAY,EACZ,gBAAgB,EAChB,iBAAiB,EACjB,oBAAoB,EACpB,eAAe,EACf,eAAe,EACf,KAAK,YAAY,GAClB,MAAM,qBAAqB,CAAC;AAG7B,OAAO,EACL,OAAO,EAAE,QAAQ,EAAE,QAAQ,EAAE,QAAQ,EAAE,KAAK,EAAE,aAAa,EAC3D,WAAW,EAAE,YAAY,EAAE,cAAc,EAAE,uBAAuB,EAClE,UAAU,EAAE,kBAAkB,EAAE,kBAAkB,EAClD,aAAa,EAAE,kBAAkB,EAAE,UAAU,EAAE,oBAAoB,EACnE,eAAe,EAAE,oBAAoB,EAAE,gBAAgB,EACvD,KAAK,WAAW,EAAE,KAAK,eAAe,EAAE,KAAK,cAAc,GAC5D,MAAM,eAAe,CAAC"}

+3

-1

dist/index.js

		// LLM provider layer
		export * from './llm/index.js';
		// LLM error utilities
		export { sanitizeUpstreamError } from './llm/util.js';
		// Geotechnical computation engines
		@@ -21,3 +23,3 @@ export * from './geo/index.js';
		// Report generation
		export { generateReport } from './report/index.js';
		export { generateReport, renderReportAsPdf, renderReportAsDocx } from './report/index.js';
		// Export formats
		@@ -24,0 +26,0 @@ export { exportGeoJSON, exportBoreholeGeoJSON, exportDXF, exportBoreholeProfileDXF, exportCSV, exportJSON, } from './export/index.js';

+1

-1

dist/index.js.map

		@@ -1,1 +0,1 @@
		{"version":3,"file":"index.js","sourceRoot":"","sources":["../src/index.ts"],"names":[],"mappings":"AAAA,qBAAqB;AACrB,cAAc,gBAAgB,CAAC;AAE/B,mCAAmC;AACnC,cAAc,gBAAgB,CAAC;AAE/B,gBAAgB;AAChB,cAAc,mBAAmB,CAAC;AAClC,cAAc,iBAAiB,CAAC;AAEhC,4BAA4B;AAC5B,cAAc,mBAAmB,CAAC;AAElC,qBAAqB;AACrB,OAAO,EAAE,cAAc,EAAE,aAAa,EAAE,eAAe,EAAqD,MAAM,sBAAsB,CAAC;AAEzI,6BAA6B;AAC7B,OAAO,EACL,aAAa,EAAE,WAAW,EAAE,WAAW,EAAE,YAAY,EAAE,aAAa,EACpE,cAAc,EAAE,mBAAmB,EAAE,OAAO,EAAE,oBAAoB,EAClE,gBAAgB,EAAE,oBAAoB,EAAE,aAAa,EAAE,WAAW,EAClE,eAAe,EAAE,wBAAwB,EAAE,oBAAoB,EAAE,sBAAsB,GAIxF,MAAM,oBAAoB,CAAC;AAE5B,uCAAuC;AACvC,OAAO,EAAE,iBAAiB,EAAiB,MAAM,0BAA0B,CAAC;AAC5E,OAAO,EACL,QAAQ,EACR,iBAAiB,GAIlB,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,QAAQ,GAIT,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,YAAY,GAGb,MAAM,mBAAmB,CAAC;AAE3B,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,2BAA2B,EAC3B,oBAAoB,EACpB,gBAAgB,EAChB,oBAAoB,GASrB,MAAM,mBAAmB,CAAC;AAE3B,oBAAoB;AACpB,OAAO,EAAE,cAAc,EAA4C,MAAM,mBAAmB,CAAC;AAE7F,iBAAiB;AACjB,OAAO,EACL,aAAa,EACb,qBAAqB,EACrB,SAAS,EACT,wBAAwB,EACxB,SAAS,EACT,UAAU,GAGX,MAAM,mBAAmB,CAAC;AAE3B,mBAAmB;AACnB,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,kBAAkB,EAClB,wBAAwB,GAIzB,MAAM,mBAAmB,CAAC;AAE3B,wBAAwB;AACxB,OAAO,EACL,kBAAkB,EAClB,kBAAkB,EAClB,mBAAmB,EACnB,wBAAwB,GAIzB,MAAM,8BAA8B,CAAC;AAEtC,OAAO,EAAE,cAAc,EAAE,MAAM,sCAAsC,CAAC;AAEtE,qBAAqB;AACrB,OAAO,EACL,YAAY,EACZ,gBAAgB,EAChB,iBAAiB,EACjB,oBAAoB,EACpB,eAAe,EACf,eAAe,GAEhB,MAAM,qBAAqB,CAAC;AAE7B,4CAA4C;AAC5C,OAAO,EACL,OAAO,EAAE,QAAQ,EAAE,QAAQ,EAAE,QAAQ,EAAE,KAAK,EAAE,aAAa,EAC3D,WAAW,EAAE,YAAY,EAAE,cAAc,EAAE,uBAAuB,EAClE,UAAU,EAAE,kBAAkB,EAAE,kBAAkB,EAClD,aAAa,EAAE,kBAAkB,EAAE,UAAU,EAAE,oBAAoB,EACnE,eAAe,EAAE,oBAAoB,EAAE,gBAAgB,GAExD,MAAM,eAAe,CAAC"}
		{"version":3,"file":"index.js","sourceRoot":"","sources":["../src/index.ts"],"names":[],"mappings":"AAAA,qBAAqB;AACrB,cAAc,gBAAgB,CAAC;AAE/B,sBAAsB;AACtB,OAAO,EAAE,qBAAqB,EAAE,MAAM,eAAe,CAAC;AAEtD,mCAAmC;AACnC,cAAc,gBAAgB,CAAC;AAE/B,gBAAgB;AAChB,cAAc,mBAAmB,CAAC;AAClC,cAAc,iBAAiB,CAAC;AAEhC,4BAA4B;AAC5B,cAAc,mBAAmB,CAAC;AAElC,qBAAqB;AACrB,OAAO,EAAE,cAAc,EAAE,aAAa,EAAE,eAAe,EAAqD,MAAM,sBAAsB,CAAC;AAEzI,6BAA6B;AAC7B,OAAO,EACL,aAAa,EAAE,WAAW,EAAE,WAAW,EAAE,YAAY,EAAE,aAAa,EACpE,cAAc,EAAE,mBAAmB,EAAE,OAAO,EAAE,oBAAoB,EAClE,gBAAgB,EAAE,oBAAoB,EAAE,aAAa,EAAE,WAAW,EAClE,eAAe,EAAE,wBAAwB,EAAE,oBAAoB,EAAE,sBAAsB,GAIxF,MAAM,oBAAoB,CAAC;AAE5B,uCAAuC;AACvC,OAAO,EAAE,iBAAiB,EAAiB,MAAM,0BAA0B,CAAC;AAC5E,OAAO,EACL,QAAQ,EACR,iBAAiB,GAIlB,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,QAAQ,GAIT,MAAM,mBAAmB,CAAC;AAC3B,OAAO,EACL,YAAY,GAGb,MAAM,mBAAmB,CAAC;AAE3B,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,2BAA2B,EAC3B,oBAAoB,EACpB,gBAAgB,EAChB,oBAAoB,GASrB,MAAM,mBAAmB,CAAC;AAE3B,oBAAoB;AACpB,OAAO,EAAE,cAAc,EAAE,iBAAiB,EAAE,kBAAkB,EAA4C,MAAM,mBAAmB,CAAC;AAEpI,iBAAiB;AACjB,OAAO,EACL,aAAa,EACb,qBAAqB,EACrB,SAAS,EACT,wBAAwB,EACxB,SAAS,EACT,UAAU,GAGX,MAAM,mBAAmB,CAAC;AAE3B,mBAAmB;AACnB,OAAO,EACL,cAAc,EACd,oBAAoB,EACpB,kBAAkB,EAClB,wBAAwB,GAIzB,MAAM,mBAAmB,CAAC;AAE3B,wBAAwB;AACxB,OAAO,EACL,kBAAkB,EAClB,kBAAkB,EAClB,mBAAmB,EACnB,wBAAwB,GAIzB,MAAM,8BAA8B,CAAC;AAEtC,OAAO,EAAE,cAAc,EAAE,MAAM,sCAAsC,CAAC;AAEtE,qBAAqB;AACrB,OAAO,EACL,YAAY,EACZ,gBAAgB,EAChB,iBAAiB,EACjB,oBAAoB,EACpB,eAAe,EACf,eAAe,GAEhB,MAAM,qBAAqB,CAAC;AAE7B,4CAA4C;AAC5C,OAAO,EACL,OAAO,EAAE,QAAQ,EAAE,QAAQ,EAAE,QAAQ,EAAE,KAAK,EAAE,aAAa,EAC3D,WAAW,EAAE,YAAY,EAAE,cAAc,EAAE,uBAAuB,EAClE,UAAU,EAAE,kBAAkB,EAAE,kBAAkB,EAClD,aAAa,EAAE,kBAAkB,EAAE,UAAU,EAAE,oBAAoB,EACnE,eAAe,EAAE,oBAAoB,EAAE,gBAAgB,GAExD,MAAM,eAAe,CAAC"}

+1

-1

dist/llm/providers/hosted-beta.d.ts.map

		@@ -1,1 +0,1 @@
		{"version":3,"file":"hosted-beta.d.ts","sourceRoot":"","sources":["../../../src/llm/providers/hosted-beta.ts"],"names":[],"mappings":"AAAA,OAAO,KAAK,EACV,eAAe,EACf,iBAAiB,EACjB,kBAAkB,EAClB,SAAS,EAEV,MAAM,aAAa,CAAC;AAmFrB,qBAAa,iBAAkB,YAAW,eAAe;IACvD,QAAQ,CAAC,IAAI,EAAG,aAAa,CAAU;IACvC,QAAQ,CAAC,YAAY,SAAqB;IAC1C,QAAQ,CAAC,kBAAkB,SAA4B;IAEvD,OAAO,CAAC,QAAQ,CAAC,OAAO,CAAS;gBAErB,OAAO,CAAC,EAAE,MAAM;IAOtB,QAAQ,CACZ,OAAO,EAAE,iBAAiB,EAC1B,MAAM,EAAE,SAAS,GAChB,OAAO,CAAC,kBAAkB,CAAC;CA8D/B"}
		{"version":3,"file":"hosted-beta.d.ts","sourceRoot":"","sources":["../../../src/llm/providers/hosted-beta.ts"],"names":[],"mappings":"AAAA,OAAO,KAAK,EACV,eAAe,EACf,iBAAiB,EACjB,kBAAkB,EAClB,SAAS,EAEV,MAAM,aAAa,CAAC;AAsFrB,qBAAa,iBAAkB,YAAW,eAAe;IACvD,QAAQ,CAAC,IAAI,EAAG,aAAa,CAAU;IACvC,QAAQ,CAAC,YAAY,SAAqB;IAC1C,QAAQ,CAAC,kBAAkB,SAA4B;IAEvD,OAAO,CAAC,QAAQ,CAAC,OAAO,CAAS;gBAErB,OAAO,CAAC,EAAE,MAAM;IAOtB,QAAQ,CACZ,OAAO,EAAE,iBAAiB,EAC1B,MAAM,EAAE,SAAS,GAChB,OAAO,CAAC,kBAAkB,CAAC;CA8D/B"}

+5

-2

dist/llm/providers/hosted-beta.js

		import { DEFAULT_LLM_MODEL, DEFAULT_LLM_VISION_MODEL, GEOTECHCLI_VERSION, } from '../../meta/index.js';
		import { sanitizeUpstreamError } from '../util.js';
		function inferCallType(request) {
		@@ -27,4 +28,6 @@ const hasVisionInput = request.messages.some((message) => Array.isArray(message.content) &&
		function formatHostedBetaError(status, data, fallback) {
		const message = data.error?.message?.trim() \|\| fallback;
		const detail = data.error?.detail?.trim();
		const rawMessage = data.error?.message?.trim() \|\| fallback;
		const message = sanitizeUpstreamError(rawMessage);
		const rawDetail = data.error?.detail?.trim();
		const detail = rawDetail ? sanitizeUpstreamError(rawDetail) : undefined;
		const remaining = typeof data.error?.remaining === 'number'
		@@ -31,0 +34,0 @@ ? ` Remaining today: ${data.error.remaining}.`

+1

-1

dist/llm/providers/hosted-beta.js.map

		@@ -1,1 +0,1 @@
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+1

-1

dist/llm/providers/zhipu.d.ts.map

		@@ -1,1 +0,1 @@
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		{"version":3,"file":"zhipu.d.ts","sourceRoot":"","sources":["../../../src/llm/providers/zhipu.ts"],"names":[],"mappings":"AAAA,OAAO,KAAK,EACV,eAAe,EACf,iBAAiB,EACjB,kBAAkB,EAClB,SAAS,EACV,MAAM,aAAa,CAAC;AAwBrB,qBAAa,YAAa,YAAW,eAAe;IAClD,QAAQ,CAAC,IAAI,EAAG,OAAO,CAAU;IACjC,QAAQ,CAAC,YAAY,SAAqB;IAC1C,QAAQ,CAAC,kBAAkB,SAA4B;IAEvD,OAAO,CAAC,QAAQ,CAAC,OAAO,CAAS;gBAErB,OAAO,CAAC,EAAE,MAAM;IAItB,QAAQ,CACZ,OAAO,EAAE,iBAAiB,EAC1B,MAAM,EAAE,SAAS,GAChB,OAAO,CAAC,kBAAkB,CAAC;CAoF/B"}

+3

-1

dist/llm/providers/zhipu.js

		import { DEFAULT_LLM_MODEL, DEFAULT_LLM_VISION_MODEL, } from '../../meta/index.js';
		import { sanitizeUpstreamError } from '../util.js';
		export class ZhipuAdapter {
		@@ -60,3 +61,4 @@ name = 'zhipu';
		const errText = await res.text().catch(() => 'Unknown error');
		throw new Error(`Zhipu API error (${res.status}): ${errText}`);
		const safeErr = sanitizeUpstreamError(errText);
		throw new Error(`Zhipu API error (${res.status}): ${safeErr}`);
		}
		@@ -63,0 +65,0 @@ const data = (await res.json());

+1

-1

dist/llm/providers/zhipu.js.map

		@@ -1,1 +0,1 @@
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+1

-1

dist/meta/metadata.json

		{
		"version": "0.2.0",
		"version": "0.3.0",
		"defaults": {
		@@ -4,0 +4,0 @@ "provider": "hosted-beta",

+2

-0

dist/report/index.d.ts

		import type { LLMConfig } from '../llm/types.js';
		export { renderReportAsPdf } from './pdf.js';
		export { renderReportAsDocx } from './docx.js';
		export interface ReportSection {
		@@ -3,0 +5,0 @@ title: string;

+1

-1

dist/report/index.d.ts.map

		@@ -1,1 +0,1 @@
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+2

-0

dist/report/index.js

		import { generateText } from '../llm/router.js';
		export { renderReportAsPdf } from './pdf.js';
		export { renderReportAsDocx } from './docx.js';
		export async function generateReport(analysisData, options, config) {
		@@ -3,0 +5,0 @@ const dataStr = JSON.stringify(analysisData, null, 2);

+1

-1

dist/report/index.js.map

		@@ -1,1 +0,1 @@
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+1

-1

dist/vision/index.d.ts.map

		@@ -1,1 +0,1 @@
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-12

dist/vision/index.js

		import { generateVision, generateText } from '../llm/router.js';
		import { classifyRMR89 } from '../geo/classification.js';
		import { clampConfidence, createParseSafety, deriveParseStatus, normalizeWarnings, parseJsonObject, readNumber, readString, } from './parse.js';
		// ---------------------------------------------------------------------------
		// Vision retry helper — handles upstream empty-content failures
		// ---------------------------------------------------------------------------
		/**
		* Execute a vision call with automatic retry on empty/null response.
		* First attempt: strict JSON-only prompt at low temperature.
		* Second attempt: softer plain-text prompt at higher temperature, same image.
		* This handles GLM-5v-turbo returning empty content on the first call.
		*/
		async function visionWithRetry(imageBase64, mimeType, config, strictPrompt, softPrompt, systemPrompt, maxTokens) {
		const start = Date.now();
		// Attempt 1: strict JSON prompt
		try {
		const r1 = await generateVision(strictPrompt, imageBase64, mimeType, config, {
		systemPrompt,
		temperature: 0.1,
		maxTokens,
		});
		if (r1.text && r1.text.trim().length > 10) {
		return { text: r1.text, latencyMs: r1.latencyMs, usedFallback: false };
		}
		}
		catch {
		// fall through to retry
		}
		// Attempt 2: softer plain text prompt
		const r2 = await generateVision(softPrompt, imageBase64, mimeType, config, {
		systemPrompt: systemPrompt + ' Be concise but thorough. You must provide values even if approximate.',
		temperature: 0.3,
		maxTokens: maxTokens + 200,
		});
		return {
		text: r2.text,
		latencyMs: Date.now() - start,
		usedFallback: true,
		};
		}
		const VALID_JOINT_CONDITIONS = [
		@@ -29,3 +66,3 @@ 'very_good',
		export async function analyzeCoreBox(imageBase64, mimeType, config) {
		const prompt = `Analyze this rock core box image. You MUST respond with ONLY a JSON object (no markdown, no backticks, no explanation) with these exact fields:
		const strictPrompt = `Analyze this rock core box image. You MUST respond with ONLY a JSON object (no markdown, no backticks, no explanation) with these exact fields:
		{
		@@ -41,9 +78,16 @@ "rqd": <number 0-100, Rock Quality Designation percentage>,
		}`;
		const response = await generateVision(prompt, imageBase64, mimeType, config, {
		systemPrompt: 'You are an expert engineering geologist performing core logging. Respond with JSON only.',
		temperature: 0.1,
		maxTokens: 900,
		});
		const softPrompt = `Examine this rock core box image and describe:
		1. RQD (Rock Quality Designation) as a percentage 0-100
		2. Fracture spacing (very close / close / moderate / wide / very wide)
		3. Weathering grade (W1-Fresh through W6-Residual)
		4. Rock type / lithology
		5. Core recovery percentage
		6. Discontinuity description (surfaces, infilling, roughness)
		Provide approximate values even if uncertain.`;
		const response = await visionWithRetry(imageBase64, mimeType, config, strictPrompt, softPrompt, 'You are an expert engineering geologist performing core logging. Respond with JSON only.', 900);
		const parsed = parseJsonObject(response.text);
		const warnings = [...parsed.warnings];
		if (response.usedFallback) {
		warnings.push('Vision model used plain-text fallback — values extracted from narrative response.');
		}
		const rqd = readNumber(parsed.value, 'rqd', warnings);
		@@ -71,3 +115,3 @@ const fractureSpacing = readString(parsed.value, 'fractureSpacing', warnings);
		export async function classifyRMRFromImage(imageBase64, mimeType, config) {
		const prompt = `Analyze this rock exposure / tunnel face / core box image for Rock Mass Rating input parameters. Respond with ONLY a JSON object (no markdown):
		const strictPrompt = `Analyze this rock exposure / tunnel face / core box image for Rock Mass Rating input parameters. Respond with ONLY a JSON object (no markdown):
		{
		@@ -82,9 +126,15 @@ "estimatedUCS": <number in MPa, estimate from visual appearance>,
		}`;
		const response = await generateVision(prompt, imageBase64, mimeType, config, {
		systemPrompt: 'You are an expert rock mechanics engineer performing field classification. Respond with JSON only.',
		temperature: 0.1,
		maxTokens: 700,
		});
		const softPrompt = `Look at this rock mass image and estimate:
		1. Uniaxial compressive strength UCS in MPa (from rock appearance)
		2. Rock Quality Designation RQD as % 0-100
		3. Mean discontinuity spacing in meters
		4. Joint condition: very_good, good, fair, poor, or very_poor
		5. Groundwater condition: dry, damp, wet, dripping, or flowing
		Give approximate values based on what you observe.`;
		const response = await visionWithRetry(imageBase64, mimeType, config, strictPrompt, softPrompt, 'You are an expert rock mechanics engineer performing field classification. Respond with JSON only.', 700);
		const parsed = parseJsonObject(response.text);
		const warnings = [...parsed.warnings];
		if (response.usedFallback) {
		warnings.push('Vision model used plain-text fallback — values extracted from narrative response.');
		}
		const estimatedUCS = readNumber(parsed.value, 'estimatedUCS', warnings);
		@@ -91,0 +141,0 @@ const estimatedRQD = readNumber(parsed.value, 'estimatedRQD', warnings);

+1

-1

dist/vision/index.js.map

		@@ -1,1 +0,1 @@
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+4

-1

package.json

		{
		"name": "@geotechcli/core",
		"version": "0.2.0",
		"version": "0.3.0",
		"description": "Shared computation and LLM engine for geotechCLI",
		@@ -42,5 +42,8 @@ "type": "module",
		"dependencies": {
		"docx": "^9.0.0",
		"pdfkit": "^0.15.0",
		"zod": "^3.24.0"
		},
		"devDependencies": {
		"@types/pdfkit": "^0.13.0",
		"typescript": "^5.7.0",
		@@ -47,0 +50,0 @@ "vitest": "^3.1.0"

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