Geotechnical Engineering - Vol 2 | 1. CONSOLIDATION by Abraham | Learn Smarter
K12 Students

Academics

AI-Powered learning for Grades 8–12, aligned with major Indian and international curricula.

Professionals

Professional Courses

Industry-relevant training in Business, Technology, and Design to help professionals and graduates upskill for real-world careers.

Games

Interactive Games

Fun, engaging games to boost memory, math fluency, typing speed, and English skillsβ€”perfect for learners of all ages.

1. CONSOLIDATION

Civil engineering involves understanding soil behavior under load conditions, particularly the settlement that occurs in saturated soils. This chapter discusses the various types of settlement: immediate, primary consolidation, and secondary consolidation. Each type is influenced by factors such as soil compressibility and permeability, which dictate how soil responds to increased load over time.

Enroll to start learning

You’ve not yet enrolled in this course. Please enroll for free to listen to audio lessons, classroom podcasts and take practice test.

Sections

  • 1

    Consolidation

    This section discusses the effects of loading on the soil beneath structures, leading to settlement, and explores the types of soil consolidation.

  • 1.1

    Introduction

    This section introduces consolidation in civil engineering, describing the relationship between soil, pore water, and applied stresses.

  • 1.2

    Total Settlement Components

    This section outlines the components of total settlement in civil engineering, including immediate, primary consolidation, and secondary consolidation settlements.

  • 1.3

    Elastic Settlement Or Immediate Settlement

    This section discusses immediate or elastic settlement, which occurs right after a load is applied to saturated soil, primarily due to distortion at constant volume.

  • 1.4

    Primary Consolidation Settlement

    Primary consolidation settlement is a process where pore water in saturated soils expels due to applied stress, leading to rearrangement of soil particles.

  • 1.5

    Secondary Consolidation Settlement

    Secondary consolidation settlement refers to the ongoing volume change in soil due to particle rearrangement at constant effective stress after primary consolidation.

  • 1.6

    Spring Analogy

    The Spring Analogy illustrates the consolidation process in soils, comparing it to a spring system where applied loads change pore water pressure, leading to volume changes.

References

21.pdf

Class Notes

Memorization

What we have learnt

  • Civil engineering addresses...
  • Settlement consists of imme...
  • The movement of pore water ...

Final Test

Revision Tests