1、

Based on the problems in the analysis of excavation, deep excavation is analyzed considering foundation piles.

针对基坑计算中存在的问题,分析工程桩的存在时基坑的变形性状, 并与不考虑工程桩的存在时的计算结果作比较.

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2、

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.

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3、

A reinforced soil-cement wall in high stress area is a new bracing of a deep excavation.

高应力区加筋水泥土挡墙是在水泥土挡墙的内侧和外侧拉压应力较大的区域插入小型钢而构成的一种新的基坑围护工法.

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4、

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.

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5、

The inclined support is a common form of deep excavation bracing structural system.

斜支撑是基坑围护体系的一种常见形式.

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6、

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.

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7、

The deformation of excavation supported by soil nail is unsuitable to strict requirement of deep excavation.

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.

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8、

How deep excavation Chinese elements content?

究竟如何发掘中国元素的深层内涵?

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9、

During the excavation of deep foundation pit the seepage of groundwater around the foundation pit.

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.

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10、

A kind of elastic plastic modulus of soils in the deep excavation pit is presented, and a WHP back analysis model and the displacement prediction method of retaining wall are given.

提出了一种深基坑开挖弹塑性有限元分析模型以及建立在该模型基础上的WHP反演算法和预报方法。

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11、

WHP Back-Analysis of Soil Parameters and Displacement Prediction of Retaining Wall in Deep Excavation Pit

深基坑工程土体参数WHP法反演计算及挡墙位移预报

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12、

The application and optimum design of pile-anchor joint supporting system in deep excavation work

桩&锚联合在深基坑支护中的应用和优化设计

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13、

Environmental effects of the deep excavation work without any protection and countermeasures

放坡开挖深基坑工程的环境效应与对策

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14、

The Influence Factor and Related Question about Excavation of Deep Digging by Pre splitting Blasting

预裂爆破开挖深路堑时的影响因素及相关问题

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15、

Underground Substation at Shanghai Remin Square was used as example, the optimization method applied to groundwater drawdown project for deep excavation ( DGWE) is studied.

本文以上海市人民广场地下变电站深基坑降水工程为例,讨论最优化法在深基坑降水工程中的应用。

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16、

Simulations on settlement of surrounding ground of deep excavation on pit

深基坑开挖周边土体沉降形态的模拟研究

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17、

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。

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18、

The optimization of relative membership degree for braced structures of deep-excavation are also calculated, with the construction reliability, cost and time limited considered, by using a non-structural decision making with fuzzy set analysis in this paper.

同时运用非结构性决策模糊集分析法,计算了深基坑支护结构在考虑工程可靠度、工程造价、工期时对优的相对隶属度。

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19、

Study on selection of braced structures of deep-excavation pit considering construction reliability, cost and time limited

基于工程可靠度、工程造价、工期的深基坑支护结构选型研究

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20、

Fuzzy Random Reliability Research for Selection of Deep-excavation Braced Structures

深基坑支护结构选型的模糊随机可靠度研究

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