How to treat soft soil foundation is one key problem in the design.
如何处理好软土地基是设计中的一个关键问题。
This project is an experiment of soft soil foundation reinforcement.
本项目为软土地基的加固实验。
It means that the soft soil foundation has the impact on shock absorption and isolation.
这说明这种新型的软土地基起到了隔震减震的作用。
The gravel Pile, as a method for treating soft soil foundation, has increasingly big effects.
砾石桩作为软土地基处理的一种方法，在施工中的作用越来越大。
When installed on the soft soil foundation, can be installed more, to strengthen the protection.
当在软土地基上安装时，可以安装多一些，以加强防护作用。
The treatment of sandy soil foundation by deep agitation method is not common in engineering practice.
深层搅拌法用于加固砂土地基，理论和实践均属鲜见。
The failure hypotheses and handling methods of brick masonry, soil foundation and slip layer are given.
文中给出了墙体、地基及滑动层等单元的破坏模式及处理方法。
This paper discusses the metro and tunnel engineering investigation in Shanghai regions soft soil foundation.
文章就上海软土地基地铁、隧道工程勘察展开探讨。
The construction technological process of plastic plant used to consolidate soft soil foundation are discussed.
探讨了塑料排水板加固软土地基施工工艺的改进方法。
Cement soil mixing pile reinforcing foundation is a method which is often used in soft-soil foundation treatment.
水泥搅拌桩加固地基是软土地基处理中最常用的一种方法。
In the process of expressway construction, the disposal of soft soil foundation has become a very important problem.
在高速公路建设过程中，软土路基的处理已成为一个非常重要的问题。
Pile top deviation due to piling and excavation on saturated soft soil foundation is usually an engineering disease.
在饱和软粘土地基上打桩挖土造成桩顶偏移的情况，是累见不鲜的工程病害。
To treat soft soil foundation, Two and more method which is called soft soil foundation composite treatment is adopted.
采用两种或两种以上方法联合处理软土地基，一般称为软土地基的复合处理。
Based on the contrast of grouting and re-beating of floating piles, the latter should be adopted in soft soil foundation.
通过对浮桩进行注浆和复打两种处理方法的对比研究表明，在软土地基中处理管桩浮桩应优先采用复打措施。
By means of construction and trial detection of gravel pile, the paper analyzes effects of gravel pile on soft soil foundation.
通过砾石桩的施工及试验检测，分析了砾石桩施工对软土地基的作用。
In the process of reinforcing soft soil foundation by preloading, preloading rate will impact on excess pore pressure dissipation.
堆载预压法加固软土地基过程中，堆填速率将影响到超孔隙水压力的消散。
The study provides the meaningful reference for anti-seismic safety design for railway simply supported bridge on hard-soil foundation.
笔者的研究成果为硬土质基础的铁路简支梁桥的抗震安全设计，提供了重要参考。
Arranging observation pile has instructive significance to the construction of pre-stressed concrete pipe pile in soft soil foundation.
设置观测桩对预应力混凝土管桩在软土地基施工中具有指导意义。
The settlement of a soft soil foundation often manifests as complicated features at time sequence due to the influence of many factors.
软土地基沉降受众多因素的影响，在时序上表现出复杂的非线性特征。
When building large storage tank on soft soil foundation, engineers must consider two important problems, stability and deformation of foundation.
在软土地基上建造大型储罐，地基稳定性与变形是工程建设中必须很好考虑的两个重要问题。
There are certain laws for the pore pressure change and the effective stress rising to treat soft soil foundation with surcharge preloading method.
堆载预压加固方法在加固过程中土体孔隙水压力的变化以及有效应力的增长都有特定的规律。
Generated mechanism on intensity of deep mixing pile of calcium lime, validity and applied terms of reinforcing soft soil foundation are treated of.
讨论生石灰深层搅拌强度形成机理，加固处理软基的有效性和应用条件。
On the basis of the design and surrounding conditions, the schemes of backfill soil foundation are discussed, and a reasonable method is determined.
根据设计条件、周围环境、对填土地基处理方案进行了对比分析，确定了合理的地基处理方案。
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。
Using the stochastic vibration theory of continuous linear system, this paper studies the dynamic response problem of non-homogeneous soil foundation.
利用连续线性系统的随机振动理论，研究非均匀地基土层地震的动力反应问题。
Unreasonable design project can arose the capsizal of tower crane in building its base on soft soil foundation, and it will also increase the construction cost.
在软土地基中建造塔吊基础，设计方案的不合理会引发塔吊倾覆的安全事故，或加大了项目成本。
Remedial measures are introduced, including strengthening of soil foundation, design and construction of temporary supporting systems and its further exploration.
该基坑施工时采取了临时加固，其设计、施工方法涉及到周围构、建筑物等非常见问题的处理。
The results are shown that the displacement, strain and shear strain of the clay soil foundation under the dynamic loads are larger than those under the static loads.
结果表明，动载比静载作用下的位移、应变、剪应变大得多，特别是对地基的浅表处影响不仅范围大而且深度加大。
The results are shown that the displacement, strain and shear strain of the clay soil foundation under the dynamic loads are larger than those under the static loads.
结果表明，动载比静载作用下的位移、应变、剪应变大得多，特别是对地基的浅表处影响不仅范围大而且深度加大。
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