1.
Calculation Methods of Horizontal Displacement Rate in Retaining Structure of Foundation Pit
基坑围护结构水平位移速率计算方法
2.
Monitoring horizontal displacements of support structure for a complicated planar foundation pit and its reinforcement
某复杂平面基坑支护结构水平位移监测及加固
3.
THE HORIZONTAL DISPLACEMENT OF UNDERGROUND CIRCULAR CONTINUOUS WALL STRUCTURE
地下圆形连续墙支护结构的水平位移公式
4.
Analysis on the Horizontal Displacement of Bracing Pile for Deep Excavation Based on General Purpose FE Software
基于有限元法对深基坑围护桩水平位移的分析
5.
Finite element analysis of the factors affecting the horizontal displacement of tension anchor supporting structure
拉锚式支护结构水平位移影响因素的有限元分析
6.
Research on a Portable Moisture Detector of the Building Envelope
便携式围护结构含水率测试仪的研究
7.
Analysis and Forecast for the Law of Horizontal Displacement in Soil Nailing Supporting;
土钉支护水平位移的规律分析及预测
8.
It is set forth that the limit value of lateral deflection is remained to be discussed further.
阐述了高层钢结构水平位移指标设计限值有待于进一步探讨。
9.
Analysis of the top horizontal moving of vertical concrete parts under horizontal force
混凝土竖向构件在水平力下顶端水平位移分析
10.
Study on Deformation and Stability of Cement-soil Retaining Wall for Supporting Structure;
水泥土挡墙围护结构的变形及稳定性研究
11.
The Interactional Analysis of the Timbering Structure and Wall Rock in the Tunnel of Transportation Water;
输水隧洞支护结构与围岩的相互作用分析
12.
Numerical Simulation on the Surrounding Rock Large Deformation and Support Structure of Youshui Tunnel
酉水隧道围岩大变形及支护结构数值模拟研究
13.
SIMPLIFIED CALCULATION METHODOLOGY OF TOP HORIZONTAL DISPLACEMENT IN SOIL NAILING PIT RETAINING STRUCTURE
土钉墙支护顶部水平位移简化计算方法探索
14.
Research on Relation with Active Earth Pressure and Displacement of Foundation Pit;
基坑主动土压力与支护结构位移的关系研究
15.
The supporting structure deformation calculation introduced shift soil pressure theory
引入位移土压力理论的支护结构变形计算
16.
Research on the Scope of Structures Considering Seismic Action in Two Directions Simultaneously;
考虑双向水平地震作用的结构范围的界定
17.
Cement soil mixing pile plus anchor bolts is a new supporting technology for foundation pit.
水泥土搅拌桩加锚杆基坑围护结构是一种基坑支护新工艺。
18.
MODEL TEST ON DISPLACEMENT FIELD OF DOUBLE-ROUTE METRO CONSTRUCTED WITH HORIZONTAL FREEZING METHOD
地铁双线隧道水平冻结位移场的模型试验