Response characteristics and preventions for seismic subsidence of loess in Northwest China

Author:

Qiu Junling,Wang Xiuling,Lai JinxingORCID,Zhang Qian,Wang Junbao

Funder

the Brainstorm Project on Social Development of Shaanxi Provincial Science and Technology Department

the Special Fund for Basic Scientific Research of Central Colleges

the Western Traffic Science and Technology Project

National Key R&D Program of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Atmospheric Science,Water Science and Technology

Reference121 articles.

1. Abed AA, Vermeer PA (2009) Numerical simulation of unsaturated soil behavior. Int J Comput Appl Technol 34:2–12

2. Assallay AM, Rogers CDF, Smalley IJ (1997) Formation and collapse of metastable particle packings and open structures in loess deposits. Eng Geol 48:101–115

3. Barden L, Mcgown A, Collins K (1973) The collapse mechanism in partly saturated soil. Eng Geol 7:49–60

4. Chen YR, Lee CY (2009) Evaluation of earthquake-induced settlement in dry sand layers. Electron J Geotech Eng 14:1–19

5. Chen YM, Wang LM, Liu HM (2003) Prediction method of seismic subsidence of loess ground with shear wave velocity. Chin J Rock Mech Eng 22:2834–2839

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