因此深基坑支护的研究越来越重要。
So it becomes more important to study foundation ditch support in deep foundation pit projects.
深基坑开挖中的降水会引起周围土体沉降。
Dewatering in deep excavation will cause settlement of surrounding soils.
第二部分是深基坑支护结构本身的风险分析。
The second part is risk analysis of retaining structures of deep excavations.
本文分析了深基坑开挖中的土压力计算问题。
This paper, analyzed the calculation of earth pressure on deep excavation.
随着深基坑工程越来越多，深度也越来越大。
With more and more deep excavation, the depth is also growing.
于是深基坑的施工安全技术的重要性日益凸显。
So construction safe of the deep foundation pit technology growing highlights importance .
随之而来的大、深基坑支护结构的技术要求越来越高。
The growing demand for technology of deep foundation pit support is more and more high.
评价深基坑支护效果标准多而复杂，且都具有模糊性。
The assessment criterion of supporting effect of deep foundation pits is complicated and fuzzy.
地下连续墙在地铁及深基坑的围护结构中已广泛使用。
Underground diaphragm wall had been great used in enclosure structure of subway and deep foundation.
最后对深基坑工程的设计施工方法进行了总结和展望。
Lastly, summing up and predicting the design and construction method for deep foundation and its retaining engineering.
深基坑工程在整个基坑施工工程中占有极其重要的地位。
The deep foundation ditch occupies very important position in the whole foundation construction engineering.
本文简单分析了深基坑开挖的施工准备工作以及支护措施。
This paper makes a simple analysis of the preparation work of deep excavation construction and support measures.
介绍在闹市区的深基坑支护技术，该工艺可行，实施效果好。
The technology of deep foundation pit's support in downtown area is introduced, which shows it's feasible and practical effect.
此篇毕业设计集中阐述九江市丽景湾花园的深基坑开挖支护。
This graduation design elaborates on the deep pits' timbering of Lijiangwan garden of Jiujiang City.
近年来，上海地区深基坑支撑围护体系通常采用爆破法拆除。
In recent years, it is usually to demolish the reinforced concrete brace system with blasting in Shanghai.
介绍了某工程深基坑开挖管井井点降水方案的设计和应用情况。
This paper introduces the design and application of dewatering by pipe well points method in a deep foundationg pit excavation.
利用该模型分析了在软土地区深基坑开挖引起地下水渗流场的变化。
During the excavation of deep foundation pit, the seepage of groundwater forms a drawdown cone around the foundation pit.
本文针对深基坑开挖工程中的平喷锚网支护技术问题进行了应用研究。
The present thesis researches into the application of horizontal sprayed anchor net support technology in deep foundation pit project.
结果表明，利用灰色马尔可夫链对深基坑的沉降变形进行预测是可行的。
The result shows that it is practicable to predict the settlement deformation in deep excavation through this method.
对地下水渗透动水力条件下的深基坑抗隆起稳定验算的方法进行了研究。
In this paper, checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied.
随着基坑开挖深度的增加，上海地区深基坑工程的承压水问题日益突出。
With the increase the depth of foundation pits, the problems of confined water have become more and more important in deep foundation pit projects in Shanghai.
通过对武汉某一工程实例的分析，阐述了深基坑支护优化设计的重要性。
The paper expounds the significance of optimizing design on foundation pit supporting by a certain engineering case study in Wuhan.
地铁车站等深基坑开挖施工中监测数据处理极其复杂，其经验多于理论。
The monitoring data analysis in foundation pit is quite complex and depends much on experience rather than on theory.
深基坑开挖对周围地下管线影响的研究，是基坑环境工程中的重要课题。
Study on impact of excavation of deep foundation pits on buried pipelines is an important subject of excavation environmental engineering.
本文提出了按正态分布密度函数计算深基坑开挖引起的地表沉降值的公式。
In this paper, a formula of ground settlement around deep excavation is proposed based on the normal distribution of density function.
利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。
The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.
文章论述了搅拌桩和锚管组合式深基坑去护在住宅楼工程基础施工中的应用。
This paper narrates the application of deep pit support of mixing piles and anchor pipes in foundation construction of housing project.
撕裂了现有的进料管，摊位，槽和整个四英尺深基坑后仍然是一个巨大的贝壳。
After tearing out the existing feed pipes, stalls, troughs, and, the entire four foot deep foundation a giant shell remained.
采用有限元方法和经典方法分析了一个深基坑支护，对各种分析结果进行了比较。
The finite element method and classic approach were applied in analysis of a deep foundation support, and various analysis results were compared.
采用有限元方法和经典方法分析了一个深基坑支护，对各种分析结果进行了比较。
The finite element method and classic approach were applied in analysis of a deep foundation support, and various analysis results were compared.
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