This technical study was made on treating vibrating liquefied foundation by dry crushed stone pile based on the project of Shengyang-Qinghuangdao Passenger Dedicated Railway Line.
结合秦沈客运专线工程实际进行了干振碎石桩处理震动液化地基技术研究。
He has made a study on depth effect of pile foundation.
他对桩基深度效应进行了探讨。
The paper presents a study of the bearing capacity of pile in a no-uniform foundation composed of clay and silt in Shanghai area.
本文报道了上海地区粘土与粉砂组成的不均匀地基中的单桩承载力的研究工作。
Detailed study was done in the determination of base bearing capacity, raft stake composite stress analysis, auger ground, bearing stratum stress stretching and pile foundation construction.
对设计中的基础承载力的确定、筏桩复合受力分析、下卧软土、持力层应力扩展、桩基施工等方面进行了较为详细的研讨。
It has become a theoretical and engineering concern at the summit, to study long-short-pile composite foundation working mechanism.
长短桩复合地基工作性状研究，已逐步成为理论和工程界关注的热点。
Composite pile foundation with long and short piles is a new kind of pile foundation. It is necessary to study the bearing mechanics and working behavior.
长短桩组合桩基础作为一种新型的桩基形式，对其承载性状、工作机理的研究很有必要。
To satisfy the needs of project design, it is necessary to study for calculation method and the working properties of pile foundation under reciprocating load role.
为了满足工程设计的需要，有必要对桩基在往复荷载作用下的工作性状和计算方法进行研究。
As a new type of foundation, the study of the pile-bucket foundation is at the stage of experimentation at present.
桩-桶基础作为一种新型基础，目前还处于试验研究阶段。
The subject that I will study is a kind of composite foundation—multi-pile composite foundation.
本文以组合桩型这种新型复合地基为研究对象，对其承载特性进行了较为深入的探讨。
Therefore, it is necessary to conduct the research and study of pile foundation post grouting techniques to reduce the pile foundation settlement and shorten the settlement stability time.
因此，进行桩基后注浆技术来减小桩基础沉降量以及缩短沉降稳定时间的研究非常必要。
Therefore, taking a thorough and broad theoretical study on such as pile composite foundation is one of the topics which have been paid more and more attention in the geotechnical engineering.
因此对诸如水泥土搅拌桩等形式的复合地基作更深入、广泛的理论研究是岩土工程界极为关注和重视的课题之一。
A study on a representative pile group compound foundation by using 3-dimensional nonlinear stress and deformation analytical program is introduced in this paper.
介绍了用自行编制的适用于群桩地基基础应力、变形分析的三维非线性程序对一种有代表性的群桩进行分析的情况。
Based on these, a 3d elastoplastic model is established to study the whole interaction among pile, soil and tunnel in the cohesive foundation with actual tunnel construction steps.
在此基础上建立三维弹塑性模型，模拟实际的施工过程，从整体上研究黏性土地基中桩—土—隧道三者间的作用特征。
Finally, same Suggestions are proposed for further study of analytical method of pile composite grounds under flexible foundation.
最后对进一步的解析法研究提出了建议。
Finally, a series of parametric analysis was made to study the settlement of piled raft foundation and the loads Shared by the individual pile and subsoil.
最后对桩筏基础的沉降、各桩以及土之间的荷载分担情况进行了一系列的参数分析。
Study on the technology of the cement mixing pile composite foundation and the site construction management;
结合扬子石化清净排口基坑工程，介绍了水泥搅拌桩与土锚组合支护结构的实际应用。
Study on the technology of the cement mixing pile composite foundation and the site construction management;
结合扬子石化清净排口基坑工程，介绍了水泥搅拌桩与土锚组合支护结构的实际应用。
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