1·There is local large deformation in the peripheral foundation soil of the compacting spots.
夯击过程中，夯点周边地基土存在局部大变形现象。
2·The foundation soil in Dawangbei, Dongyinggang and Xintan research areas is tend to liquefy.
三个典型研究区地基土均有液化可能。
3·Aiming at soft foundation soil, this paper emphasizes on quality control of large caisson constructions.
文章针对软土地基的特点，重点介绍大型沉井下沉施工的质量控制工作。
4·The interaction between foundation soil and waffle-slab raft is studied based on large-scale model tests.
通过室内模型试验，对天然地基上梁板式筏形基础与地基共同作用问题进行了研究。
5·Conventional safety factor method for confirming the bearing capacity of foundation soil has many defects.
传统的安全系数法确定地基承载力存在许多缺陷。
6·The Granite residual soil, which is widely distributed in Guandong Province, is a special foundation soil.
广东省和华南地区有着广泛分布的花岗岩残积土是一种特殊地基土。
7·The driving force for deformation of the soil is the foundation soil conditions constitute an important factor.
土层的动力变形特性是构成地基土层条件的重要因素。
8·Thus, the neighboring structures foundation soil interaction system can be analyzed by the specialized program.
本文为利用专业程序进行相邻结构-地基-土相互作用抗震分析提供了新的途径。
9·Foundation soil coefficient of subgrade reaction is an important computation parameter in geotechnical engineering.
地基土基床系数是岩土工程中一个非常重要的参数。
10·This paper uses dynamic contact FEM to analyze impact and collision course of dynamic compaction to foundation soil.
本文采用动力接触有限元法分析了强夯对地基土的冲击碰撞过程。夯击过程中，夯点周边地基土存在局部大变形现象。
1·By engineering examples, it discusses the application of the assessment and treatment of the theory to the air-raid shelter in the construction foundation soil. Good results are obtained.
通过工程实例对它在建筑地基中防空洞的评价和处理上的应用进行了探讨，取得了良好的效果。
2·To analyze the easily - happening accidents of the various foundation soil species in the urban area, find out their causes and point out the precautionary ways and dealing measures.
本文对城区不同地基类型中易发事故的分析，找出了事故原因，提出了预防方法和处理措施。
3·CM three dimensional high-strength compound foundation soil can reduce the construction cost by applying the bearing capacity of natural soil.
CM三维高强复合地基新技术即是充分利用天然土的承载力的一种地基处理方法。
4·Homogeneous, real soil material and sandy foundation soil are discussed individually, and the condition of wave impact is imitated.
探讨了均质和实际土体材料以及砂质地基时的海堤-海床动力相互作用情况，并模拟了波浪冲击荷载的作用情况。
5·This paper uses dynamic contact FEM to analyze impact and collision course of dynamic compaction to foundation soil.
本文采用动力接触有限元法分析了强夯对地基土的冲击碰撞过程。夯击过程中，夯点周边地基土存在局部大变形现象。