Case Study on Slope Stability for Composite Subgrade with River Sand and Efflorescent Mudstone Rock

Author:

Cao Weidong1,Liu Shutang2,Li Yingyong3,Yu Deshui4,Sun Chunyang4

Affiliation:

1. Associate Professor, School of Qilu Transportation, Shandong Univ., No. 12550 East Second Ring Rd., Jinan, Shandong 250002, PR China (corresponding author).

2. Professor, School of Qilu Transportation, Shandong Univ., No. 12550 East Second Ring Rd., Jinan, Shandong 250002, PR China.

3. Researcher, Highway Bureau, Shandong Province Transport Dept., No. 19 Shungeng Rd., Jinan, Shandong 250002, PR China.

4. Postgraduate, School of Qilu Transportation, Shandong Univ., No. 12550 East Second Ring Rd., Jinan, Shandong 250002, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Cao W. S. Liu and Y. Li. 2018. “Slope stability analysis of the embankment filled with river sand and weathered mudstone rock.” In Proc. Civil Infrastructures Confronting Severe Weathers and Climate Changes Conf. 35–45. Cham Switzerland: Springer.

2. Vibratory parameters and vibratory compacting mechanism of eolian sand;Chen Z.;J. Changan Univ. (Nat. Sci. Ed.),2007

3. Discussion: Slope stability analysis by finite elements

4. Assessment of weathering degree and road performance test of weathered rock as subgrade filling;Guo Y. C.;J. Traffic Transp. Eng.,2014

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