WinLoG Flood Control Geotechnical Example

WinLoG Flood Control geotechnical boring log View Page 1
Flood Control Boring Log
1-page log Validation Passed
FLOOD CONTROL GEOTECHNICAL EXAMPLE

WinLoG Flood Control Geotechnical Example

Integrated field-strength, laboratory, classification, and sampling data.

This example shows how WinLoG combines a conventional geotechnical boring log with a broad set of engineering measurements. Flood Control presents lithology, seven sample intervals, USCS classifications, field strength, blow counts, dry density, UU shear strength, failure strain, confining pressure, and laboratory index properties.

The 19 ft direct-push boring includes peat, clayey gravel, elastic silt, high-plasticity clay, poorly graded sand, and shale. Automated validation passes the example with 90% completeness, 82% confidence, and no errors or warnings.

Geotechnical Field Strength Water Content UU Shear Strength Atterberg Limits Dry Density No. 200 Sieve Validation Passed XML Template

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Capabilities Demonstrated

What This Flood Control Example Shows

Borehole Logging

  • Lithology and descriptions
  • Lithologic symbols
  • Sample intervals and numbers
  • Sample type
  • Depth and elevation columns
  • Six lithologic intervals

Field Testing

  • Field-strength measurements
  • Undrained cohesion (Cu)
  • Seven sample intervals
  • Three-stage blow counts
  • Blow-count graph
  • Water-level observation

Laboratory Data

  • Four water-content results
  • Plastic and Liquid Limits
  • Plasticity Index
  • Passing No. 200 sieve
  • Dry density
  • Depth-linked results

Strength & Validation

  • Undrained cohesion (Cu)
  • UU shear strength
  • Failure strain
  • Confining pressure
  • Domain and completeness checks
  • No errors or warnings

A Clean, Integrated Geotechnical Dataset

This record demonstrates how soil descriptions and sample data can be interpreted beside field-strength measurements, blow counts, density, UU shear results, water content, Atterberg Limits, and grain-size data. The datasets share a common depth scale, making relationships between stratigraphy, soil behavior, strength, and moisture easy to review.

The supplied validation report records Passed status, 90% completeness, Good quality, an 82% confidence score, and zero errors and zero warnings.

Example Data

Key Datasets Demonstrated

Stratigraphy and Samples

  • Peat, clayey gravel, elastic silt, clay, sand, and shale
  • Six depth-continuous lithology intervals
  • Seven sample intervals with three-stage blow counts
  • USCS codes PT, GC, MH, CH, SP, and SH
  • Sample and lithology symbols

Strength and Laboratory Properties

  • Water contents from 26% to 34%
  • Plastic Limits from 14% to 28%
  • Liquid Limits from 31% to 44%
  • Dry density and UU shear-strength datasets
  • Failure strain, confining pressure, and No. 200 sieve results

Download the Complete Example

Download the example files individually. The XML template and log can be imported into WinLoG Version 6 and customized for company-specific geotechnical workflows.

Included in the Example

  • Professional one-page geotechnical boring log
  • Geotechnical validation report
  • Reusable XML template
  • Flood Control XML borehole data
  • Field strength, density, UU shear, Atterberg, and sieve datasets
Applications

Who This Example Is For

Flood-Control Engineers

Demonstrates a practical workflow for levees, dams, channels, and other flood-control infrastructure investigations.

Laboratory and Field Teams

Shows how strength, moisture, density, index-property, grain-size, and sampling results share a common depth-based presentation.

QA/QC Reviewers

Provides an integrated record for reviewing samples, blow counts, moisture, consistency limits, strength, density, and completeness together.

Customize This Flood Control Example

WinLoG templates can be customized to match company standards, project requirements, and agency formats. Field-strength graphs, laboratory-property columns, lithology, sampling presentation, and validation rules can be tailored to project requirements.

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