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1)  liquefied foundation
液化地基
1.
The treatment of liquefied foundation in certain villa by compacted grouting method;
某街坊别墅压密注浆法处理液化地基
2.
This paper introduces the general situation of the engineering and its geological structure characteristics,and probes into the problems of the deep cement mixing construction technology in the reinforcement treatment of the seriously liquefied foundation.
简要介绍了工程概况及其地质构成特性,重点探讨了在严重液化地基的加固处理中,水泥深层搅拌施工技术的问题。
3.
On the basis of field tests of the liquefied foundation reinforced with dry-vibro gravel piles of expressways,the theory of reinforcement with dry-vibro gravel piles and parameters of design and construction are discussed in this paper.
根据高速公路工程液化地基加固试验研究,对干振碎石桩加固液化地基的原理、设计和施工参数进行讨论。
2)  liquefaction foundation
液化地基
1.
The feasibility and effectiveness of gravel compaction pile in treatment of highway liquefaction foundation are discussed from some aspects such as scheme design, construction control, effects measure and analysis, etc.
以某公路为例,从处治方案设计、施工控制、处理效果检测与分析等几个方面对挤密碎石桩应用于处理公路可液化地基的可行性和有效性进行了探讨。
2.
Rayleigh wave method is studied to appraise the improvement effects of the gravel piles for liquefaction foundation.
研究采用瑞雷波法对碎石桩法加固液化地基的处理效果进行评价 ,瑞雷波法检测结果与标准贯入试验结果对比相一致 ,并建立了这两者之间的相关关系式 ,有利于瑞雷波的进一步推广应
3)  liquefiable foundation
液化地基
1.
Application of dry-vibrated gravel pile in liquefiable foundation treatment;
干振碎石桩法处理可液化地基的探讨
2.
Adopting deep bed stirring method to enhance liquefaction resistance of liquefiable foundation;
用深层搅拌法提高液化地基的抗液化能力
4)  liquefied ground
液化地基
1.
Application of dynamic compaction method to treating theliquefied ground in Laoyemiao-Jining Expressway;
强夯法在老集高速公路液化地基处理中的应用
2.
210, this article discusses the technique and technology for treating liquefied ground with aggregates.
通过 2 10国道软地基施工实践介绍振动砂石桩处治液化地基的技术和工
5)  liquefaction ground
液化地基
1.
Based on a large amount of field tests,this paper presents the standards and methods of improvement for liquefaction ground in expressway engineering.
在大量现场试验基础上研究了高速公路液化地基处理的原则和方法 ,提出了适合于高速公路液化地基的处理措施原则 ,详细分析了强夯法和沉管干振碎石桩法的设计施工工艺和环境影响评价 ,并提出以SASW法为主、标准贯入试验控制的液化地基处理质量检验方法 ,在江苏省高速公路大面积施工实践中取得了成功。
6)  liquefied soil
液化地基
1.
A practical case of the long-short-pile composite foundation in liquefied soil under a 24-stoeryed high-rise building is presented,in which the long and short piles are made of CFG(cement fly-ash gravel) and gravel.
通过由CFG桩(Cement Fly-ash Gravel Pile)与碎石桩组合而成的长短桩复合地基,处理24层高层建筑严重液化地基的工程实例,探讨了这一类型复合地基的承载力与沉降变形的设计计算方法,并与建筑物的实际测试的承载力、沉降值进行了对比研究。
2.
A case of the long-short-pile composite foundation in liquefied soil under a 30-stoeryed high-rise building is presented,in which the long and short piles are made of CFG and lime.
通过由CFG桩与二灰桩组合而成的长短桩复合地基处理某30层高层建筑软弱液化地基的工程实例,探讨了这一类型复合地基的承载力与沉降变形的设计计算方法,并与建筑物实测的承载力、沉降值进行了对比研究。
补充资料:采用强夯法进行机场停机坪软土地基加固


采用强夯法进行机场停机坪软土地基加固


采用强夯法进行机场停机坪软土地基加固 I
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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