Influence of membrane penetration on granitic residual soil in consolidated drained triaxial test-Reference-Cited by-同舟云学术

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Influence of membrane penetration on granitic residual soil in consolidated drained triaxial test

Published:2022-12 Issue: Volume:128 Page:103254
ISSN:1474-7065
Container-title:Physics and Chemistry of the Earth, Parts A/B/C
language:en
Short-container-title:Physics and Chemistry of the Earth, Parts A/B/C

Author:

Albar A.,Osman M.H.,Nyuin J.D.

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Geophysics

Reference59 articles.

1. Relationship between the matric suction and the shear strength in unsaturated soil;Abd;Case Stud. Constr. Mater.,2020

2. Characterization and geotechnical properties of Penang residual soils with emphasis on landslides;Ahmad;Am. J. Environ. Sci.,2006

3. Memrane penetration effects on shear strength and volume change of soil during triaxial test;Alhani;AIP Conf. Proc.,2018

4. Membrane penetration effects in triaxial testing;Baldi;Journal of Geotechnical Engineering,1984

5. The Measurement of Soil Properties in the Triaxial Test;Bishop,1962

Cited by 1 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. Determination of non-linear shear strength and volume changes on remolded granitic residual soil due to membrane penetration;IOP Conference Series: Earth and Environmental Science;2023-06-01

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