An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device-Reference-Cited by-同舟云学术

An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device

Published:2023-09-27 Issue:2 Volume:47 Page:20220237
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Xu Zhongze¹,Li Shiyuan²,Wang Yaning³,Zhang Benchen⁴,Stokoe Kenneth H.²

Affiliation:

1. Department of Civil, Architectural, and Environmental Engineering, University of Texas at Austin, 301 E. Dean Keeton St., Austin, TX 78712-1139, USA (Corresponding author), e-mail: zhongzexu@utexas.edu, https://orcid.org/0000-0002-2564-5118

2. Department of Civil, Architectural, and Environmental Engineering, University of Texas at Austin, 301 E. Dean Keeton St., Austin, TX 78712-1139, USA, https://orcid.org/0000-0003-3425-4802

3. China Construction Second Engineering Bureau, Ltd., Block E, Yard 6, Automobile Museum E. Rd., Fengtai, Beijing, 100160, China

4. Beyond Engineering and Testing, LLC, 3801 Doris Ln., Suite B, Round Rock, TX 78664, USA

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference58 articles.

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2. ASTM International. 2016. Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table (Superseded). ASTM D4253-16. West Conshohocken, PA: ASTM International, approved March 1, 2016. https://doi.org/10.1520/D4253-16

3. ASTM International. 2016. Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. ASTM D4254-16. West Conshohocken, PA: ASTM International, approved March 1, 2016. https://doi.org/10.1520/D4254-16

4. ASTM International. 2009. Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis (Superseded). ASTM D6913-04R09. West Conshohocken, PA: ASTM International, approved July 1, 2009. https://doi.org/10.1520/D6913-04R09

5. Saturating Laboratory Samples by Back Pressure;Black;Journal of the Soil Mechanics and Foundations Division,1973