CELE Geotechnical Engineering — Stresses in Soil MassSlides
If you commute to a CELE review centre (or watch Super Tutor on the jeepney), these Stresses in Soil Mass slides are designed for exactly that. Each slide holds one idea, one visual cue, and one PRC-style question pattern — ready for quick bursts of review between stops.
Exam context
For the Civil Engineer Licensure Examination, Professional Regulation Commission (PRC) — Board of Civil Engineering tests Geotechnical Engineering under a "Core" label, with Stresses in Soil Mass in the 4th slot across 11 chapters. CELE candidates must clear the 70% weighted average, no sub-test below 50% cut on the 2026 paper, which draws about a meaningful share of Geotechnical Engineering questions. Date to watch: May and November 2026.
Stresses in Soil Mass - Slides
Slides
Chapter Overview: Stresses in Soil Mass
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S1
Terzaghi's Effective-Stress Principle
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S2
Calculating Total Stress (σ) in Soil Deposits
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S3
Pore Pressure and Hydrostatic Conditions
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S4
Effective Stress Profile: Worked Example 1
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S5
Plotting the Effective-Stress Profile
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S6
Stress Increase from Applied Loads: Overview
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S7
Boussinesq Point Load Solution
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S8
Boussinesq Point Load: Worked Example 2
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S9
The 2:1 (Approximate) Method for Footings
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S10
2:1 Method: Worked Example 3
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S11
Boussinesq vs. 2:1 Method: Comparison
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S12
Influence Factors and Newmark's Chart
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S13
Stress Increase in Layered Soils and Special Conditions
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S14
Design Applications: Settlement and Bearing Capacity
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S15
Common Exam Mistakes and Pitfalls
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S16
Summary: Key Formulas and Equations
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S17
Practice Problems: Comprehensive Example
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S18
Chapter Conclusion: Stresses in Soil Mass
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S19
Stored In
chapter_slides
Slide Count
19
Summary Only
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