• Skip to main content
  • Skip to primary sidebar
  • Home
  • Construction Engineering
    • Civil Engineering Construction
    • Plain & Reinforced Concrete-II
    • Civil Engineering Estimation
    • Engineering Materials
    • Structural Engineering
  • Mechanics
    • Mechanics of Solids 1
    • Mechanics of Solids 2
    • Soil Mechanics 1
    • Soil Mechanics 2
  • Survey
    • Surveying and Levelling
    • Surveying and Levelling 2
  • Environmental Engineering
    • Environmental Engineering
    • Environmental psychology
    • Environment planning
    • Environmental Design
  • Water Engineering
    • Fluid Mechanics 1
    • Fluid Mechanics 2
    • Hydraulic Engineering
    • Irrigation Engineering
    • Engineering Hydrology
  • Misc.
    • Pavement and Foundation
    • Engineering Geology
    • Theory of structures
    • Design of Structures
    • Steel Structures
    • Research methodology
    • Transportation Engineering
    • Contact Us

Civil Engineering Terms

Easy and Understandable Terms Related to Civil Engineering

You are here: Home / Soil Mechanics 2 / Shear strength of sands

Shear strength of sands

September 30, 2011 by admin Leave a Comment

Shear strength of sands

Non cohesive soils have little or no cohesion due to relatively larger particle size and their shear strength is mainly dependent on the frictional resistance between the particles including the sliding and rolling friction as wall as interlocking of the granular structures. Therefore the contribution parameters in the formation of the shear strength of the granular soil such as sand is the internal frictional angle and the cohesion.

Upon the application of the load or at the construction stage the most critical condition with regard to shear strength of the non-cohesion soils occurs. Due to the high permeability of the soil any water contained in the voids at the time of construction or upon the application of he load will be drained out in case of non-cohesive soil. Due to which the shear stress parameter are with respect to effective stress not the total shear stress.

Filed Under: Soil Mechanics 2

Reader Interactions

Leave a Reply Cancel reply

Your email address will not be published. Required fields are marked *

This site uses Akismet to reduce spam. Learn how your comment data is processed.

Primary Sidebar

Sponsors

Recent Posts

  • Brick calculator | Brickwork calculation and brick estimation
  • Los Angeles Abrasion test | Test for road aggregates
  • Shuttering removal time of different structural members
  • Weight of steel bars per meter – Weight of steel bars formula
  • How to calculate quantity of mortar and its materials
  • Specifications of First class brickwork
  • Properties of first class bricks

Pages

  • About CivilEngineeringTerms
  • Contact Us
  • Privacy Policy
  • Submit your article or Ask any query

Categories

  • Articles
  • Civil Engg Construction and Graphics
  • Civil Engg Construction and Graphics
  • Civil Engineering Construction
  • Civil Engineering Estimation
  • Civil Engineering Practice
  • Construction management
  • Design of Structures
  • Engineering Geology
  • Engineering Hydrology
  • Engineering Materials
  • Environment planning and practice
  • Environmental Engineering 1
  • Environmental psychology
  • Fluid Mechanics 1
  • Fluid Mechanics 2
  • General Terms related to Civil Engineering
  • Hydraulic Engineering
  • Introduction to Environmental Design
  • Mechanics of Solids 1
  • Mechanics of Solids 2
  • Pavement and Foundation
  • Plain & Reinforced Concrete-II
  • Research methodology
  • Soil Mechanics 1
  • Soil Mechanics 2
  • Steel Structures
  • Structural Engineering
  • Surveying and Levelling
  • Surveying and Levelling 2
  • Theory of structures 1
  • Transportation Engineering
  • Water Resources & Irrigation Engineering

Site Stats

Copyright © 2022 · Magazine Pro on Genesis Framework · WordPress · Log in