Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil-Reference-Cited by-同舟云学术

Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil

Published:2022-09-22 Issue:6 Volume:45 Page:20210279
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Deng Zezhi¹,Wang Gang²,Jin Wei³

Affiliation:

1. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, 83 Shabei St., Shapingba District, Chongqing 400045, China; and School of Civil Engineering, Chongqing University, 83 Shabei St., Shapingba District, Chongqing 400045, China

2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, 83 Shabei St., Shapingba District, Chongqing 400045, China; and School of Civil Engineering, Chongqing University, 83 Shabei St., Shapingba District, Chongqing 400045, China (Corresponding author), e-mail: cewanggang@163.com, https://orcid.org/0000-0001-6243-2763

3. Chengdu Engineering Co. Ltd., Power China, 1 North Huanhua Rd., Qingyang District, Chengdu 610072, China

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. A Stress-Controlled Erosion Apparatus for Studying Internal Erosion in Soils;Chang;Geotechnical Testing Journal,2011

2. Critical Hydraulic Gradients of Internal Erosion under Complex Stress States;Chang;Journal of Geotechnical and Geoenvironmental Engineering,2013

3. Extended Internal Stability Criteria for Soils under Seepage;Chang;Soils and Foundations,2013

4. Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion;Chen;Journal of Geotechnical and Geoenvironmental Engineering,2016

5. “Laboratory Simulation and Theoretical Analysis of Piping Mechanism under Unsteady Flows” (in Chinese);Chen;Chinese Journal of Geotechnical Engineering,2013

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