Determination and influence of the unified strength theory parameter for loess

Author:

Deng LongshengORCID,Fan Wen,Chang Yupeng,Zhang Siya,Liu Shaopeng

Funder

the National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference34 articles.

1. Cai M (2008) Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries—insight from numerical modeling. Int J Rock Mech Min Sci 45:10

2. Deng LS, Fan W, Yu M (2018) Parametric study of a loess slope based on unified strength theory. Eng Geol 233:13

3. Deng LS, Fan W, Yin YP, Wang Y (2019) Parametric study of the unified strength theory for a loess foundation supporting a strip footing. Environ Earth Sci 78:14

4. Deng L, Fan W, Yu B, Wang Y (2020) Influence of the unified strength theory parameters on the failure characteristics and bearing capacity of sand foundation acted by a shallow strip footing. Adv Mech Eng 12:14

5. Du XL, Lu DC, Gong QM, Zhao M (2009) Nonlinear unified strength criterion for concrete under three-dimensional stress states. J Eng Mech 136:51

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