Active earth pressure of narrow cohesionless backfill on balance weight retaining walls rotating about the bottom

Author:

Xiong Chuanxiang,Tang Wenjie,Xing Zhiquan,Zheng Jinhuo,Liu Yixin,Jiang Xuezhong,Li Xin,Chen Yu

Publisher

Elsevier BV

Reference26 articles.

1. Distribution of lateral active earth pressure on a rigid retaining wall under various motion modes;Alamdari;Int J Min Geoengin,2020

2. Numerical study of passive and active earth pressures of sands;Benmeddour;Comput Geotech,2011

3. Chen F., Chen H., Wu Y., Zhang D., and YuJianLin (2022). "Numerical and analytical study on active earth pressure against inverted T-type retaining walls rotating about the base %J Acta Geotechnica." 18(4), 2195–2216.

4. Chen F., Lin C., Luo B., and Huang M. (2020). "Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom %J Soils and Foundations." 61(1).

5. Essai sur une application des rèles des maximis et minimis a quelques problems de statique;Coulomb;Mem Acad R Des Sci,17767

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