Water Immersion Deformation of Unsaturated and Compacted Loess

Author:

Lai Chun-Jing,Zhu Yan-Peng,Guo Nan

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Reference17 articles.

1. V. I. Travush, A. V. Tsoi and A. T. Marufii, “Influence of local wetting of loess soil on the redistribution of reactive pressures under foundation,” Soil Mech. Found. Eng., 53(2), 67-70. (2016).

2. K. S. Sultanov and B. E. Khusanov, “State equation for soils prone to slump-type settlement with allowance for degree of wetting,” Soil Mech. Found. Eng., 38(3), 80-86 (2001).

3. Yan Ma, Jia-ding Wang, Shu-jun Peng, and Bin Li, “Deformation and failure mechanism of high sticking loess slope,” Chin. J. Geotech. Eng., 38(3), 518-528 (2016).

4. Yan-hui Ding, Hui-na Yuan, and Bing-yin Zhang, “Unsaturated wetting deformation characteristics of rock fill materials,” Eng. Mech., 30(9), 139-143 (2013).

5. Shao-hong Zhang, Ai-jun Zhang, and Tao Chen, “Triaxial slaking test research on rock fill deformation feature,” Chin. J. Rock Mech. Eng., 24(S2), 5938-5942 (2005).

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2. Impact of water delivery pipeline leakage on collapsible loess foundations and treatment methods;Case Studies in Construction Materials;2023-12

3. Coupled Hydromechanical Behavior of Compacted Loess during Isotropic Compression;International Journal of Geomechanics;2023-10

4. Dynamics of subsidence deformations during compression tests of loess soils in the South of Russia;PROCEEDINGS OF THE II INTERNATIONAL SCIENTIFIC CONFERENCE ON ADVANCES IN SCIENCE, ENGINEERING AND DIGITAL EDUCATION: (ASEDU-II 2021);2022

5. Study on the Loess Immersion Test of Metro Line 2 in Xi’an, Shaanxi Province, China;Advances in Civil Engineering;2021-02-02

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