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- Moh and Associates, “Report on Instrumentation Monitoring of Five Deep Excavations in Taipei City”, Taipei(1982). 亚新工程顾问公司，“电子资讯大楼新建工程地下基础施工观测系统工作报告书”，台北(1985)。
- In this paper,checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied. 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。
- The most dangerous sliding surface and the corresponding minimum stability coefficient of the deep excavations can be determined by using Equa-Arc algorithm. 基于圆弧滑动面假定,提出了一种用自适应遗传算法搜索最危险滑动面及其对应的最小安全系数的新方法。
- But Rankin's soil theory which used now has obvious weakness.Along with the development and complication of retaining structure on the deep excavations, Rankin's soil theory doesn't suit any more. 但是现在沿用的朗肯土压力理论存在明显的弱点，随着深基坑支护结构的进一步发展复杂化，土压力理论已经不适用。
- Dewatering in deep excavation will cause settlement of surrounding soils. 摘要深基坑开挖中的降水会引起周围土体沉降。
- SOME PROBLEMS ON SOIL NAILING IN DEEP EXCAVATIONS 深基坑土钉支护中的几个问题
- Ground water is lowered by the drainage which can be caused by any deep excavation. 任何一种深的挖方都能造成排水现象从而使地下水位降低。
- Design supporting system is a key part of deep excavation in metro station and whether its design is reasonable or not directly affects the safety, economics and construction progress of excavations. 支撑体系的设计是地铁车站深基坑工程的关键部分,其设计合理与否直接影响着基坑工程的安全性、经济性以及施工进度。
- Studies deep excavation dewatering program designing methods of Ritz finite element and Galerkin finite element. 研究了深基坑降水里茨有限元和迦辽金有限元计算程序的设计方法。
- Support problems in deep excavations in the designing of multi-pivots piles are studied and applied on the basis of board and pile theory, and don t consider the process of excavation. 深基坑工程中的支护问题,在采用多支点排桩支护的设计中,目前的研究和应用以一般的板桩理论为基础,大多也是没有考虑开挖过程,支撑似乎在开挖前就存在,即不考虑支撑反力和结构的变形随开挖过程的变化。
- In fact, the deformation control goal of deep excavation not only includes retaining system, but also includes the adjoin environment. 实际上，深基坑变形控制目标不仅包括支护体系，而且包括相邻环境。
- Taking Baofeng Times Square deep excavation as an example,effect of the deep-well dewatering on supporting structure and surroundings is analysed. 以汉口宝丰时代广场深基坑为例,探讨了深井降水对基坑支护结构和周边建筑物的影响。
- The deformation of deep excavation supported by soil nail is unsuitable to strict requirement of deep excavation. 摘要土钉支护对基坑变形的调节和控制能力较差，不适于对变形控制要求较严格的深基坑工程。
- The paper describes the interior stability analy sis on slope of deep excavation pits in loess soil. 讨论了黄土类深基坑开挖边坡土钉支护结构内部稳定性分析计算和设计方法。
- Yu Jiabao groundwater is rich in complex geological structure, difficult to create deep excavation project in history. 于家堡地区地下水丰富、地质结构复杂，工程难度创深基坑工程历史之最。
- State of Deep Excavations Supported with Permanent Structure 支护结构与主体地下结构相结合的深基坑工程研究现状
- A case study showed that the method was reasonable and effective to optimize bracing projects for deep excavation of metro. 实例分析表明，用该方法进行深基坑支护方案优选是可行的、有效的。
- Some plants push their roots deep into the soil. 一些植物的根深深长入土中。
- The medieval town was fortified with a high wall and a deep moat. 这座中世纪的城市周围建有城墙和护城河。
- According to the working characters of retaining piles for deep excavation, the arching effect in adjoining soil is analyzed. 根据深基坑桩排式支护中护壁桩的受力变形特点，分析了被支护土体中的成拱作用。
