Coefficient of Earth Pressure at Rest of Light Weight Soil Under Complex Loading

Author:

Yang Kai-xuan,Hou Tian-shunORCID,Sun Chen-yang

Funder

Project supported by National Natural Science Foundation of China

Project supported by China Postdoctoral Science Foundation

Project supported by Excellent Science and Technology Activities Foundation for Returned Overseas Teachers of Shaanxi Province

Project supported by Social Development Foundation of Shaanxi Province

Project supported by Postdoctoral Science Foundation of Shaanxi Province

Project supported by the Fundamental Research Funds for the Central Universities

Project supported by Natural Science Foundation of Shaanxi Province

Project supported by Xi’an Key Laboratory of Geotechnical and Underground Engineering

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference35 articles.

1. Chen ZP, Wang SL, Deng J (2004) New technology of foamed light weight soil. China Communication Press, Beijing

2. Chen CL, Jia YJ, Jin J, Zhang DF, Zhang YR, Li FL (2017) Influence of water content and stress on coefficient of lateral pressure at rest of undisturbed loess. Chin J Rock Mech Eng 36(S1):3535–3542

3. Deng F (2018) Research on foundation treatment of soft soil subgrade of the east Hangzhou railway station building. Railw Stand Des 62(3):31–35

4. Gu HD, Gu X (2008) The calculation of earth pressure of foamed beads light soil by slice method. Sichuan Build Sci 34(5):93–98

5. Horiuchi S, Uchiyama N, Odawara T (1996) Flash-setting lightweight material-a first step to floating island construction. J Geotech Geoenviron Eng 8(3):138–146

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