新金桥广场基坑围护结构位于正在运营的地铁隧道顶部。
Xin Jinqiao square pit was on the top of a subway tunnel in use.
土钉加排桩复合围护结构是新近出现的一种深基坑围护结构形式。
A new type of composite building enclosure is applied to deep excavations recently, which is composed of soil nailing and cast-in-pile.
在抗倾覆可靠度和围护桩位移和弯矩的可靠度基础上，分析了基坑围护结构的体系可靠度；
Based on reliability of over-turn and displacement and moment of pile, the system reliability of retaining structure is analysed.
在深基坑围护结构中采用双管双液法注浆工艺堵漏的设计及施工工艺，工程实践证明是成功的。
Based on a certain engineering project, the design and construction technology of double pipe and double liquid grouting method for leak blockade in deep excavation retaining structure are introduced.
不同的软土地基基坑围护结构降水设计对地下水水头有不同的影响，从而产生不同的地面沉降。
Dewatering for different foundation pit fencing structures in soft ground has different impacts on the head of ground water, causing different ground settlement.
通过大量的计算结果与实测值的对比分析，讨论了该法作为基坑围护结构设计方法的合理可行性问题。
The rationality and feasibility of the approach have been verified and discussed by comparisons of the calculated deformations of the structure to those of the observed resu…
深圳地铁一期工程少年宫站开挖基坑围护结构采用1∶0.3的放坡结合土钉加预应力锚索联合支护体系。
Open-cut slopes of 1:0.3 gradient reinforced by soil nails and pre-stressed anchoring cables are adopted for the foundation pit of Shaoniangong station of phase 1 of Shenzhen Metro.
对列车荷载进行现场测试，得出列车荷载大小及规律，借助数值分析的手段，分析列车动载对偏压基坑围护结构的影响。
The size and regularity of train loads was obtained by field test, the effects of train dynamic load acting on the retaining structure was analyzed by using numerical simulation method.
对深基坑围护结构，靠近地表的土体，随着施工中土体开挖深度的增加和开挖范围的推进，桩体土压力是在逐渐的增加的；
In the deep footing groove maintenance construction and, the pole pressure in the soil near to the top of the ground, with the going on of the excavation process, will increase gradually.
钻孔咬合灌注桩作为一种新的基坑围护结构，克服了传统桩在基坑围护结构中防水性能差的缺点，在地铁车站基坑围护中得到采用。
As a new pit supporting structure, clutching borehole grouting pile has overcome the deflection of traditional pile which can not prevent water leaking and is gradually used in subway pit engineering.
通过现场量测的深基坑围护结构变形信息资料，对数据进行整理和分析，利用时间序列分析法对支护结构的变形作出预测，以保证基坑安全施工。
Through analyzing the field deformation data of supporting structures, the prediction can be gained by time series model so as to guarantee the safety.
深基坑拉锚式围护结构由于其经济可靠而且施工快速简便，已经在许多深基坑工程得到了迅速推广应用。
The pulling and arching supporting structure in deep foundation pit has been used widely in many deep foundation pit projects due to its economy, reliability, speed and simplicity.
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.
本文针对地下室工程复杂情况，主要介绍了基坑开挖过程中围护结构及周边环境等监测方案，实测结果与分析。
The monitoring plan of retaining structure and surrounding environment during the pit foundation excavation for a complex basement engineering is introduced in this paper.
在软土地基上建造的高层建筑，有时因地下围护结构的失稳或基坑挖土方法的不当造成基础群桩发生严重位移的工程事故。
The underground pit wall structure unstability or foundation pit excavations accident will cause multi -pile(group- pile) serious movements when high- rise building built on soft ground.
地下连续墙刚度大，变形小，作为基坑开挖阶段的围护结构可有效的保护周边环境。
Diaphragm walls are commonly used as retaining structures in many deep foundation pits, especially when the environment protection is severe.
提供稳定的问题接近现有建筑物围护结构或水密基坑工程建设可以解决一些方面。
The problem of providing stable retaining structures close to existing buildings or of constructing watertight excavation pits can be solved in a number of ways.
利用国际著名的MARC非线性软件，针对基坑工程的特点，建立了围护结构和支撑内力的计算模型。
The paper sets up the calculating model of stresses in the support structures according to the character of excavation engineering, using the MARC program.
研究新型的基坑支护形式成为当前研究的热点问题，对于基坑支护形式而言，安全、经济、合理是其最主要的要求，钻孔咬合桩便是这样的新型围护结构之一。
Excavation of new forms to become a hot topic of current research. To the form of excavation, security, economic and reasonable is main requirements. Secant Piling is one such new envelope.
基坑施工中围护结构是重要的一个环节。
The bracing support structure is an important junction in the process of foundation excavation.
最后将该方法运用于一大型深基坑工程的坑底隆起问题分析，并分析工程桩对坑底回弹和围护结构变形的影响。
In the end, the influences of piles on rebound and deformation of a large deep foundation pit are analyzed.
最后将该方法运用于一大型深基坑工程的坑底隆起问题分析，并分析工程桩对坑底回弹和围护结构变形的影响。
In the end, the influences of piles on rebound and deformation of a large deep foundation pit are analyzed.
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