Soil Mechanics ENCE253: Consolidation Theory & Settlement | Study Material
Consolidation Theory & Settlement
Soil Mechanics ENCE253
Consolidation Theory & Settlement (8 hours – 8 marks)

Soil Mechanics ENCE253: Consolidation Theory & Settlement

Chapter Information

Chapter 5: Consolidation (8 hours) – 8 marks

Course Code: ENCE253 – Soil Mechanics

Description: Comprehensive study material covering consolidation process, theory, oedometer test, settlement calculation and accelerating consolidation methods

Prepared by: BBL Sir (Thapathali Campus), Sushil Kumar Bhandari

Detailed Syllabus with Mark Distribution

Chapter 5: Consolidation
8 hours
8 marks

5.1 Consolidation process (Spring analogy)

5.2 One-dimensional consolidation theory

5.3 Oedometer test (Compression, swelling and recompression indices; compressibility, volume change and consolidation coefficients; pre-consolidation pressure)

5.4 Secondary consolidation

5.5 Normally consolidated and over consolidated clay

5.6 Settlement calculation

5.7 Accelerating consolidation (Preloading, vertical and horizontal drains)


×

Disclaimer

The educational materials provided on this website are intended as supplementary resources to support your learning journey. These study materials are sample documents designed to help students understand complex soil mechanics concepts.

We have made every effort to ensure the accuracy of the content. However, we recommend students to refer to standard textbooks and consult with professors for authoritative explanations. These materials should be used as references only.

We respect intellectual property rights. If you believe any content should be credited differently or removed, please don’t hesitate to contact us. We’re happy to make appropriate corrections or give proper attribution.

Scroll to Top