shallow soft soil foundation 浅层软土地基
The bearing capacity and settlement of the shallow foundation on soil is the important subject of the soil mechanics and foundation engineering.
浅基础的地基强度及变形历来是土力学与基础工程学的重要内容之一。
The relationship between water content in soil, shallow foundation loading capacity and the affecting factors is discussed.
并探讨了土体含水量和浅层地基承载力和这些影响因素之间的相互关系。
Some general features of pipe pile composite foundation settlement derived from the typical geology background of silty clay, silty soil and shallow water level in Zhengzhou are summarized.
通过实测结果和理论计算结果的对比分析，总结了适合郑州市郑东新区以粉质粘土、粉土为主，地下水位较浅的典型地质背景下的管桩复合地基沉降变形的一般规律。
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