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本文综述了估算砂和粘土中桩基承载力和沉降的当代技术水平,包括桩设置的效应,桩的尺寸和入土深度比例的影响,以及不均匀土质情况.根据最近的一些研究成果,考虑了在砂和粘土中桩基侧向土抗力和偏心斜荷载对桩基承载力和桩基位移的影响.
This paper reviews the current state of art in estimating the bearing capacity and settlement of pile foundations in sand and clay, including the effect of pile placement, the size of piles and the ratio of depth to soil entry, and the heterogeneity of soil conditions.According to some recent research results, Influence of Lateral Earth Resistance and Eccentric Load on Pile Foundation Bearing Capacity and Pile Foundation Displacement in Sand and Clay.