A new theoretical solution of shallow square foundation is presented based on static equilibrium of rigid-plasticity body.
根据刚塑性体的静力平衡条件，推导了方形浅基础地基承载力的理论解。
A new theoretical solution of shallow square foundation is presented based on static equilibrium of rigid-plasticity body.
根据刚塑性体的静力平衡条件，推导了方形浅基础地基承载力的理论解。
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