Development and Validation of a Sequential Limit Analysis Method for Rotational Axis-Symmetrical Soil-Structure Interaction Problems

Author:

Kong Deqiong,Chen Xingchao,Lou Xulong,Wang Zule,Zhu Bin

Publisher

Elsevier BV

Reference55 articles.

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5. Interpreting strength parameters of strain-softening clay from shallow to deep embedment using ball and T-bar penetrometers;X Chen;Comput. Geotech,2021

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