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1)  underwater deep foundation pit
水下深基坑
1.
The new technique of two-shell cofferdam with vertical gaps was adopted successfully for support and protection of the underwater deep foundation pit in construction of No.
在哈尔滨至大连客运专线第二松花江特大桥主跨#1084水中墩施工中,采用竖向分条双壁钢围堰施工新技术成功解决了水下深基坑支护难题。
2)  deep-water hole
深水基坑
3)  deep foundation pit dewatering
深基坑降水
1.
Numerical simulation based on the three dimensional full coupling model between deep foundation pit dewatering and land-subsidence;
深基坑降水与地面沉降变形三维全耦合模型及其数值模拟
2.
Three dimensional coupled numerical model between deep foundation pit dewatering and land-subsidence;
深基坑降水与地面沉降变形三维耦合数值模拟
3.
The optimal designing theory of deep foundation pit dewatering for controlling land subsidence was discussed in loose sediment with great thickness and complex characteristics.
目的探讨复杂巨厚松散沉积层以控制地面沉降为目标的最优化深基坑降水设计理论。
4)  deep hole excavated for building foundation draining water
深基坑排水
5)  dewatering of deep foundation pit
深基坑降水
1.
Practice shows FLAC~(3D) has practical significance in calculating dewatering of deep foundation pit as well as ground subsidence it s caused.
简要介绍了FLAC3D软件分析流固耦合问题的原理及其使用方法,并以武汉地区某深基坑降水工程为例,对其降水过程进行了三维流固耦合计算,得出在深基坑降水及其引起的地面沉降计算中,运用FLAC3D软件具有重要的现实意义。
6)  pressure lowering in deep foundation pit by de-watering
深基坑降水减压
补充资料:采用可拆卸预应力锚杆技术进行高层建筑基坑护坡


采用可拆卸预应力锚杆技术进行高层建筑基坑护坡


  霹 采用可拆卸预应力锚杆技术进行高层建筑基坑护坡
  
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