Structural damage model of unsaturated expansive soil and its application in multi-field couple analysis on expansive soil slope

Author:

Lu Zai-hua,Chen Zheng-han,Fang Xiang-wei,Guo Jian-feng,Zhou Hai-qing

Publisher

Springer Science and Business Media LLC

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference12 articles.

1. Gens A, Alonso E E. A framework for the behaviour of unsaturated expansive clays[J]. Canadian Geotechnique Journal, 1992, 29:1013–1032.

2. Chen Zhenghan, Lu Zaihua, Pu Yibin. The matching of computerized tomography with triaxial test apparatus for unsaturated soil[J]. Chinese J of Geotechnical Engineering, 2001, 23(4):387–392 (in Chinese).

3. Lu Zaihua, Chen Zhenghan, Pu Yibin. Study on damage evolution of natural expansive soil with computerized tomography during triaxial shear test[J]. Chinese J of Water Conservancy, 2002, (6):106–112 (in Chinese).

4. Lu Zaihua, Li Gang. A study on the G-A elasto-plastic constitutive model of expansive soils[J]. J of Logistical Engineering University, 2001, 17(2):64–69 (in Chinese).

5. Lu Zaihua, Chen Zhenghan, Cao Jidong. A study on the strength and deformation characteristics and the constitutive model of natural expansive soils[J]. Rock and Soil Mechanics, 2001, 22(3):339–342 (in Chinese).

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