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

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

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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