斜支撑是基坑围护体系的一种常见形式。
The inclined support is a common form of deep excavation bracing structural system.
我公司进行基坑围护设计和施工图深化设计。
Our company undertook the design works for foundation pit enclosure and refined design of construction drawings.
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.
该文介绍了一个紧邻在建主桩基的地下室基坑围护设计的实例。
A real case of retaining structure design for basement excavation near to buildings in constructing is introduced in this paper.
以河南新闻培训中心为例，介绍预应力锚管在基坑围护中的应用。
Choosing Henan Press Center as case, the application of prestressed anchorage pipe in pit retaining structures is discussed.
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.
通过某工程实例介绍了深基坑围护工程中悬臂式排桩的设计与施工。
The design and construction of cantilever Pile Cluster in exterior-protected deep foundation pit are introduced by means of a case record in this paper.
软土地区常见的4~6米浅基坑常采用复合土钉墙形式进行基坑围护。
The composite soil-nailing retaining wall are adopted to shallow foundation excavation at depth of 4-6m in the mollisol.
最后得出常规的估算方法并进行验证，对深大基坑围护工程的估算具有一定的参考意义。
Finally, obtains the conventional estimation methods and verifies these methods, which have reference significance to the cost estimation of deep foundation pit support project.
采用包括基坑围护方案，施工要点和施工监测等施工措施，成功地完成了该基坑的施工。
Construction measures such as shoring of foundation pit, construction key points and construction supervision etc have been adopted to finish successfully the construction of the project.
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.
深基坑围护墙体的侧向位移是基坑开挖与施工中首要控制的变量 ，也是基坑施工中的关键变量。
The lateral deformation of retaining wall is a very important and key variable in excavation engineering.
通过很多工程的实践证明，在基坑围护方面，三轴水泥搅拌桩确实具有许多其他工艺所没有的优点。
Practice has proved that through a number of projects, in the foundation pit, the axis of cement mixing pile does have a number of other processes does not have advantages.
本文基于价值工程原理，以实际工程为例，通过功能评价，选择综合效果最佳的基坑围护工程方案。
So, based on value engineering, this paper evaluates function by a practical example to choose the best scheme of foundation pit support.
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.
该模型考虑了自由面边界、流量边界、基坑围护连续墙、井边界、土体非线性特性、土的渗透性随应力状态的变化。
This model considers free surface boundary, flux boundary, horizontal flow barrier, well boundary, non-linear characteristics of soils and dynamic change of permeability coefficient with stress state.
深基坑工程对周边环境的影响，可归因于基坑围护体系自身不足引起的破坏以及基坑工程引起周边环境的过大位移。
Using groundwater recharge system, it can reduce the influence on surrounding environment induced by dewatering of foundation pit in the project.
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.
随着基坑围护工程的不断增多，地质环境条件的复杂多变，有必要对复杂环境下基坑围护设计做一些必要的讨论和应用实践。
With the increase in the foundation project and more complexity of the geological environment, it is necessary to discuss how to deal with the complex foundation pit and application practice.
在软土地区一大型基坑中，同时采用了竖向斜撑对水泥搅拌桩重力式挡土墙进行加强和单纯采用重力式挡土墙两种基坑围护形式。
In a foundation pit in soft soil area, gravity retaining wall with diagonal bracing is used as well as those without bracing.
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.
介绍了在高层建筑物钢筋混凝土基坑围护系统拆除爆破工程中，采用预先埋设炮孔的方法取代传统的钻眼法，并对预先埋设炮孔法的工艺流程以及施工中一些问题进行了初步研究。
The traditional way of drilling is replaced by pre-plugged in shot hole the reinforced concrete braces when we demolish the reinforced concrete braces at roundation pit by blasting.
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.
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.
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