Foundation Engineering: Chapter 6 Analysis of Deep Foundation Notes | Study Material
Foundation Engineering Chapter 6 Analysis of Deep Foundation
FOUNDATION ENGINEERING
Chapter 6: Analysis of Deep Foundation
6 Hours 10 Marks

Analysis of Deep Foundation Notes

About this Chapter

This document contains the complete notes for Chapter 6: Analysis of Deep Foundation. When shallow foundations cannot support structural loads, deep foundations such as piles, piers, and caissons are used.

In this chapter, students will explore the classification of deep foundations and learn to calculate the load carrying capacity of single piles and pile groups. The syllabus also covers settlement analysis, negative skin friction, and the design and stability of well (caisson) foundations.

Syllabus: Analysis of Deep Foundation

6. Analysis of Deep Foundation
6 hours
10 Marks

6.1 Deep foundations: Pile, pier and caisson and their classification

6.2 Load carrying capacity of single pile (Static, in-situ tests, dynamic and pile load test) and group action of pile

6.3 Settlement of pile foundation

6.4 Lateral and uplift capacity of pile

6.5 Construction and quality assurance of pile foundation

6.6 Negative skin friction

6.7 Analysis of pier foundation

6.8 Components of well (Caisson) foundation

6.9 Lateral stability of well foundation

6.10 Sinking of well, problems and remedial measures

Lecture Notes (By Sushil Bhandari)
Handwritten Notes

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