Drained shear strength vs Total shear strength in Engineering - What is The Difference?

Last Updated Feb 12, 2025

Total shear strength represents the maximum stress a material or structural element can withstand before failure due to shear forces. It combines the contributions of cohesion, internal friction, and any applied external factors influencing resistance. Explore the rest of the article to understand how total shear strength impacts engineering design and material selection.

Table of Comparison

Property Total Shear Strength Drained Shear Strength
Definition Shear strength considering both soil particles and pore water pressure. Shear strength excluding pore water pressure; effective stress based.
Measurement Measured under undrained conditions. Measured under drained conditions allowing pore pressure dissipation.
Application Used in short-term stability analysis like rapid loading. Used in long-term stability and slope stability analysis.
Parameters Included Cohesion (c) + effective stress + pore water pressure. Cohesion (c) + effective stress only (no pore pressure).
Soil Behavior Represents undrained shear resistance. Represents effective stress shear resistance.
Typical Test Undrained triaxial test, unconfined compression test. Drained triaxial test, direct shear test.

Introduction to Shear Strength in Soils

Shear strength in soils is a critical factor determining soil stability and resistance to failure under applied forces. Total shear strength encompasses both effective stress and pore water pressure, representing the overall resistance of saturated and unsaturated soils during rapid loading. Drained shear strength measures soil resistance under conditions where pore water pressures have fully dissipated, reflecting long-term stability in slow-loading scenarios such as embankments and foundations.

Defining Total Shear Strength

Total shear strength refers to the maximum shear stress a soil can resist, encompassing both the effective stress between soil particles and the pore water pressure within the soil mass. It integrates the combined effects of cohesion, internal friction, and pore pressure, providing a comprehensive measure of soil stability under any drainage condition. Understanding total shear strength is essential for designing slopes, foundations, and earth-retaining structures where undrained conditions prevail.

Understanding Drained Shear Strength

Drained shear strength refers to the soil's ability to resist shear stress when pore water pressures have fully dissipated, representing the effective stress parameters controlling soil stability in slow or drained loading conditions. Total shear strength combines both effective stress and pore water pressure effects, applicable in undrained scenarios where pore pressures build up, influencing short-term soil behavior. Understanding drained shear strength is critical for designing foundations and slopes where long-term stability depends on effective stress parameters and gradual consolidation.

Key Differences between Total and Drained Shear Strength

Total shear strength encompasses the combined effect of the soil's effective stress and pore water pressure, representing the overall resistance to shear without considering drainage conditions. Drained shear strength specifically refers to the strength measured when pore water pressures have fully dissipated, reflecting the soil's effective stress on the shear plane. Key differences include the influence of pore water pressure in total shear strength, while drained shear strength excludes it, making the latter critical for long-term stability analysis in saturated soils.

Factors Affecting Shear Strength Parameters

Total shear strength and drained shear strength differ primarily based on pore water pressure conditions; total shear strength accounts for both effective stress and pore pressure, whereas drained shear strength is measured when pore pressures have dissipated. Factors affecting shear strength parameters include soil type, moisture content, confining pressure, and drainage conditions, with clayey soils exhibiting significant differences between total and drained shear strength due to their low permeability. Temperature, soil structure, and strain rate also influence the shear strength, altering the effective stress and cohesion parameters in geotechnical analyses.

Shear Strength in Saturated versus Unsaturated Soils

Shear strength in saturated soils primarily depends on effective stress, combining the soil's cohesion and internal friction under fully water-saturated conditions, making the drained shear strength critical for long-term stability. In contrast, unsaturated soils exhibit additional matric suction due to partial water saturation, which enhances total shear strength by increasing apparent cohesion beyond what is observed under drained conditions. Understanding the interaction between pore water pressure and matric suction is essential for accurately assessing shear strength differences in both saturated and unsaturated soil environments.

Laboratory Methods for Measuring Shear Strength

Total shear strength and drained shear strength are critical parameters in soil mechanics, measured through laboratory methods such as direct shear tests and triaxial tests. The total shear strength considers both effective stress and pore water pressure, typically captured in undrained conditions, whereas drained shear strength reflects effective stress alone after pore pressures dissipate. Conventional triaxial testing under controlled drainage conditions accurately determines drained shear strength, while consolidated-undrained (CU) tests with pore pressure measurements help evaluate total shear strength.

Engineering Applications and Design Considerations

Total shear strength encompasses both the effective stress and pore water pressure effects within soils, making it critical for assessing undrained conditions such as those encountered during rapid loading or short-term stability analysis. Drained shear strength reflects the soil's long-term strength under effective stress conditions after pore pressures have dissipated, which is essential in designing stable foundations, slopes, and retaining structures exposed to prolonged loading. Engineering designs must consider the appropriate shear strength parameter based on soil type, loading rate, and drainage conditions to ensure structural safety and serviceability.

Case Studies: Shear Strength in Practice

Case studies in geotechnical engineering reveal that total shear strength often overestimates soil resistance in saturated conditions, while drained shear strength provides a more accurate measure of long-term stability. Investigations on clayey and sandy soils demonstrate that drained shear strength accounts for pore water pressure dissipation, critical in slope stability and foundation design. Field tests and laboratory triaxial tests confirm that using drained parameters reduces the risk of failure in saturated or slowly drained soil masses during construction and seismic loading.

Conclusion: Selecting the Appropriate Shear Strength Criterion

Total shear strength includes both effective stress and pore water pressure, making it suitable for rapid loading conditions where drainage is limited. Drained shear strength measures the soil's resistance after pore pressures dissipate, ideal for slow or consolidated loading scenarios. Choosing the appropriate shear strength criterion depends on soil type, loading rate, and drainage conditions to ensure accurate geotechnical design and stability analysis.

Total shear strength Infographic

Drained shear strength vs Total shear strength in Engineering - What is The Difference?


About the author. JK Torgesen is a seasoned author renowned for distilling complex and trending concepts into clear, accessible language for readers of all backgrounds. With years of experience as a writer and educator, Torgesen has developed a reputation for making challenging topics understandable and engaging.

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