The behavior of pile raft foundation in soft soil is a very important problem in geotechnical engineering.
软弱地基中桩筏基础的研究一直是岩土工程中的一个重要课题，也是土木工程设计的一项关键技术。
With the increase of the amount of high-rise buildings, it is shown that introducing the soil nonlinear behavior into the foundation design is very important.
随着高层建筑的增多，在高层建筑基础工程的设计中引入考虑地基土的非线性性状的设计方式，已显得尤为重要。
The model of working mechanics of culvert with groundsill and foundation is proposed. Based on the model, the behavior of culvert and soil is analyzed.
通过首次给出的涵洞、填土体、地基及基础共同工作机理模型，分析了公路涵洞的受力及其与土体的共同工作性状。
When using STCM in soft soil foundation, it is important to research the deformation behavior of soil around and seek reasonable construction process.
在软土地基中采用浅埋暗挖法进行隧道施工，研究周围土体变形行为，寻求合理施工工艺具有重要意义。
The present paper discusses the effect of soil pile-structure interaction on high building with pile foundation and the effect of nonlinear behavior of soil on structural seismic response.
本文主要研究土-结构相互作用对于桩基础高层建筑的结构动力特性及其地震反应的影响以及土的非线性性质对于土-桩-结构相互作用体系的地震反应的影响。
Work behavior of composite foundation of cemented soil pile is studied by 3D non-linear FEM analysis applying post-peak softening model of cemented soil.
考虑水泥土峰值后软化性能对水泥土桩复合地基性能进行了三维非线性有限元分析。
And the effects of soil parameters of the double-layered foundation on the pile behavior are investigated with the derived solutions.
并利用所得解分析了双层地基土性参数对桩基性状的影响。
The conception of stress ratio of composite pile-soil was put forward on the basis of test data of composite foundation of rigid pile with cap to describe its mechanical behavior.
在分析带帽刚性桩复合地基试验成果的基础上，提出复合桩土应力比的概念，以合理反映带帽桩复合地基的力学性状。
The compound soil-nailed wall (CSNW) is a new style of support of foundation pit. This method is widely used in the project practice in recent years because of the excellent behavior and cheap cost.
复合土钉支护作为一种基坑支护型式，由于变形较小、工程造价低廉，近年来在工程实践中得到了广泛应用。
The compound soil-nailed wall (CSNW) is a new style of support of foundation pit. This method is widely used in the project practice in recent years because of the excellent behavior and cheap cost.
复合土钉支护作为一种基坑支护型式，由于变形较小、工程造价低廉，近年来在工程实践中得到了广泛应用。
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