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πŸ” Geotechnical Site Investigation - Complete Guide

Standard penetration testing, soil classification, lab/field data interpretation, and reporting frameworks for subsurface characterization.

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Interactive Tools
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Case Studies
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Resources
25
Lessons
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Geotechnical Site Investigation - Complete Guide

Geotechnical site investigation is like taking an X-ray of the ground before building anything β€” digging, drilling, and...

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Quick Start

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Knowledge Base

15 pages
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Key Concepts

Geotechnical Site InvestigationSPT Procedure & LimitationsAtterberg Limits InterpretationBorehole Logging StandardsSoil Classification (USCS/AASHTO)CBR Testing for SubgradeGroundwater Table Mapping

Visual overview of key concepts and their relationships

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Real Projects

5 cases
Dense Sand (Ο†β€²=36.4Β°, Kβ‚€=0.41)Weathered Volcanic TuffSoft Clay (Cv=0.82 mΒ²/yr)InclinometerSecant PilesJet-grouted secant piles (staged excavation)Differential settlement & excavation instabilitySoil Stratigraphy Survey:SPT + CPT + Seismic RefractionDesign Parameters:Ο†β€² = 36.4Β° | Kβ‚€ = 0.41 | Cv = 0.82 mΒ²/yr

Urban Transit Tunnel Alignment Through Mixed-Soil Stratigraphy

3.2 km cut-and-cover metro extension in Jakarta, Indonesia

Challenge: Variable soil profile (soft clay β†’ weathered volcanic tuff β†’ dense sand) causing...
Lateritic Soil Layer (2–12 m depth)Bedrock (Socketing Zone)Desiccation Crack Risk ZoneDynamic Compaction GridSoil densificationMicropile socketingqₐ = 245 kPaΞ΄ = 18 mmPIΓ—Clay = 128Variable Depth (2–12 m)Residual Soil

High-Rise Foundation Design on Residual Lateritic Soil

42-story mixed-use tower in Kuala Lumpur, Malaysia

Challenge: Highly variable residual soil depth (2–12 m), low bearing capacity, and potentia...
Tailings Storage Facility (TSF) Saturated Silty Tailings Liquefaction Zone Horizontal Drains Left Berm Right Berm CPTu PWP Sensor FLAC 2D Modeling Key Parameters: CSR = 0.23 FSstatic = 1.32 Tv = 0.68 Challenge Drain / Sensor Berm TSF / CPTu

Tailings Storage Facility (TSF) Stability Assessment Post-Earthquake

Rehabilitation of TSF near Antofagasta, Chile after M7.1 event

Challenge: Liquefaction-induced lateral spreading, slope deformation, and pore pressure bui...
Monopile (Ø 6.5 m)Soft seam (variable)Glacial till (variable Su)Vibrocore + T-bar + Seismic CPTpβ‚˜β‚β‚“ = 1.8 MN/myβ‚› = 4.2 mTesting ZoneDesign OutputMonte Carlo (10⁴ runs), Pf = 1.2Γ—10⁻⁴

Offshore Wind Turbine Monopile Foundation in Glacial Till

North Sea wind farm, UK sector with stiff glacial till and interbedded silt lenses

Challenge: Uncertain socket depth due to variable till strength and presence of soft seams...
Seasonal water tableHistoric masonry bridgeMini-pileqβ‚› = 110 kPaGraded filter blanketPiezometerReal-timeStrain gaugeScour zoneVκœ€ = 1.82 m/sΞ΄ = 8.3 mmSchmertmannAlluvial floodplain (OCR β‰ˆ 1.2)

Historic Masonry Bridge Retrofit on Alluvial Floodplain

Seismic retrofit of 1892 stone arch bridge over Mississippi tributary in Missouri

Challenge: Low-density floodplain deposits (OCR ~1.2), high seasonal water table, and risk...
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Downloads

6 resources
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Learning Path

25 lessons

Master Geotechnical Site Investigation through a structured learning path β€” from fundamentals to advanced applications.

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30 Why Site Investigation Is the Foundation of Every Geotechnical Project 31 Regulatory Landscape: ASTM, BS, ISO, and Local Authority Requirements 32 Borehole Drilling Methods: Auger, Wash, Rotary β€” Selection Criteria 33 Standard Penetration Test (SPT): Execution, Correction, and Common Errors 34 Cone Penetration Test (CPT) Interpretation: qc, fs, and uβ‚‚ Profiling 35 Grain Size Analysis: Sieve vs. Hydrometer β€” When to Use Which 36 Atterberg Limits Lab Protocol and Field Correlations 37 USCS Dual Symbol Classification Logic Tree Walkthrough 38 Triaxial Test Types: CU, CD, UU β€” Selecting the Right Test for Your Problem 39 Consolidation Test Curve Fitting: Casagrande and Taylor Methods 40 Density Testing Comparison: Sand Cone, Rubber Balloon, Nuclear Gauge 41 Measuring and Interpreting Piezometric Levels in Multi-Aquifer Systems 42 Effective Stress Principle in Partially Saturated Soils 43 Rock Quality Designation (RQD) Field Measurement and Pitfalls 44 RMR vs. Q-System: When to Apply Each and How to Cross-Check 45 Seismic Refraction for Bedrock Depth β€” Field Setup and Velocity Inversion 46 Electrical Resistivity Imaging (ERI) for Clay Lens Detection 47 Lab-Field Data Discrepancy Diagnosis: Sample Disturbance and Moisture Hysteresis 48 Quantifying Uncertainty in SPT-Based Parameter Estimation 49 SPT-Based Liquefaction Screening: Idriss & Boulanger Methodology 50 CRR Curves and Magnitude Scaling: From Field Data to Design CSR 51 Writing Actionable Geotechnical Recommendations β€” Not Just Observations 52 Visualizing Subsurface Data: Borehole Logs, Cross-Sections, and 3D Models 53 Ethical Responsibilities in Geotechnical Reporting and Peer Review 54 QA/QC Protocols for Field and Lab Work β€” ISO 17025 Alignment
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