Suction-controlled multistage triaxial testing on clayey silty soil-Reference-Cited by-同舟云学术

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Suction-controlled multistage triaxial testing on clayey silty soil

Published:2020-02 Issue: Volume:265 Page:105409
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Banerjee Aritra,Puppala Anand J.,Hoyos Laureano R.

Funder

National Science Foundation

NSF Industry-University Cooperative Research Center

Center for the Integration of Composites into Infrastructure

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

2. Modelling the mechanical behaviour of expansive clays;Alonso;Eng. Geol.,1999

3. Response of Unsaturated Soils Under Monotonic and Dynamic Loading Over Moderate Suction States;Banerjee,2017

4. Influence of rate of shearing on strength characteristics of saturated and unsaturated silty soil;Banerjee,2015

5. Evaluation of liquefaction resistance in silty sand via suction controlled cyclic triaxial tests;Banerjee,2018

Cited by 14 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. Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils;Acta Geotechnica;2023-12-21

2. Influence of Suction on the Interface Characteristics of Unsaturated Marginal Lateritic Soil Backfills with Composite Geosynthetics;International Journal of Geosynthetics and Ground Engineering;2023-10-28

3. Local moisture monitoring of unsaturated triaxial silty sample by a four-probe method based on van der Pauw configuration;Acta Geotechnica;2022-11-29

4. Liquefaction Assessment in Unsaturated Soils;Journal of Geotechnical and Geoenvironmental Engineering;2022-09

5. Experimental investigation on Malaysian kaolin under monotonic and cyclic loading: inspection of undrained Miner’s rule and drained cyclic preloading;Acta Geotechnica;2022-08-30

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