Research Progress of Effective Stress and Effective Stress Equation
XX Guo
Abstract
Open-access reader
XX Guo
Abstract
Open-access reader
In 1920’s and 1930’s, Terzaghi presented the concepts of effective stress and the effective stress equation based on tests and engineering experience, which were concluded into the principle of effective stress by Jennings in 1961: firstly, effective stress equals total stress minus pore water pressure; secondly, the effective stress controls the strength and deformation of a soil. The principle of effective stress is considered the keystone of soil mechanics.
OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In 1920’s and 1930’s, Terzaghi presented the concepts of effective stress and the effective stress equation based on tests and engineering experience, which were concluded into the principle of effective stress by Jennings in 1961: firstly, effective stress equals total stress minus pore water pressure; secondly, the effective stress controls the strength and deformation of a soil. The principle of effective stress is considered the keystone of soil mechanics.
Key concepts: Terzaghi's principle, Effective stress, Stress (linguistics), Geotechnical engineering, Deformation (meteorology), Mathematics, Pore water pressure, Materials science