Crack development in a physical model of undisturbed expansive soil slope and core sample under wet-dry cycles-Reference-Cited by-同舟云学术

Crack development in a physical model of undisturbed expansive soil slope and core sample under wet-dry cycles

Published:2023-09-09 Issue: Volume: Page:1-22
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Amenuvor Andrew Cudzo¹²,Li Guowei¹³,Wu Jiantao¹³,Hou Yuzhou¹,Chen Wei¹,Charkley Frederick Nai¹⁴

Affiliation:

1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China

2. Department of Geological Engineering, Kwame Nkrumah University of Science and Technology (KNUST), Kumasi, Ghana

3. Highway and Railway Research Institute, Hohai University, Nanjing, Jiangsu, China

4. Department of Civil Engineering, Kwame Nkrumah University of Science and Technology (KNUST), Kumasi, Ghana

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2227664

Reference28 articles.

1. Effect of Desiccation on Compacted Natural Clays

2. Atique, A. & Sanchez, M. (2011). Analysis of cracking behavior of drying soil [Paper presentation]. 2nd International Conference on Environmental Science and Technology IPCBEE, Singapore.

3. Using Surface Crack Spacing to Predict Crack Network Geometry in Swelling Soils

4. Tortuosity of Crack Networks in Swelling Clay Soils

5. Experimental model of cracking induced by drying shrinkage

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