The calculating model of a hollow foundation was established in designing this foundation, which hoppened to be in conformity with the research results.
结果表明，连续墙基础内侧土体不提供竖向摩擦力和水平抗力，在设计这种基础时可按空心基础建立计算模型。
The calculating model of a hollow foundation was established in designing this foundation, which hoppened to be in conformity with the research results.
结果表明，连续墙基础内侧土体不提供竖向摩擦力和水平抗力，在设计这种基础时可按空心基础建立计算模型。
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