The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive Soils-Reference-Cited by-同舟云学术

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The Influence of Strain Rate on Pore Pressures in Consolidated Undrained Triaxial Tests on Cohesive Soils

Published:1983-03 Issue:1 Volume:23 Page:80-90
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Kimura Tsutomu,Saitoh Kunio

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference14 articles.

1. Problems of pore pressure measurement in triaxial tests;Akai,1965

2. Shear strength of normally consolidated clays;Berre,1973

3. Factors controlling the strength of partly saturated cohesive soils;Bishop,1960

4. Pore pressures within soil specimens in triaxial compression;Blight,1963

5. The effect of nonuniform pore pressures on laboratory measurements of the shear strength of soils;Blight,1963

Cited by 17 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A thermal elastic visco-plastic model for soft clayey soils;Canadian Geotechnical Journal;2024-02-01

2. Strain Rate Effect on Static and Dynamic Behaviors of Eastern Canada Fine Grained Soils;Canadian Geotechnical Journal;2021-10-29

3. Controlling Effects of Residual Deformation on Pore Pressure: A Loess Soil Case;Shock and Vibration;2019-12-18

4. Bounding Surface Elasto-Viscoplasticity: A General Constitutive Framework for Rate-Dependent Geomaterials;Journal of Engineering Mechanics;2019-03

5. Assessment of the effects of initial water contents on the pore pressure response of reconstituted clays;European Journal of Environmental and Civil Engineering;2016-01-12

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