1.
Calculation Model for Deep Foundation Pit Side Wall Retaining Design
深基坑边坡支护设计计算模式的探讨
2.
A Large-scale Excavation Slope Commercial and Residential Projects Supporting Technology
某商住楼项目大型基坑边坡支护技术
3.
Strength Reduced Method Applied in Slope of Foundation Pit
强度折减法在基坑边坡设计中的应用
4.
Study on Slope Stability of Deep Foundation Excavation Based on the Gray System Theory;
基于灰色系统理论的深基坑边坡稳定性研究
5.
Study on Slope Stability of Foundation Pit under the Influence of Groundwater Seepage;
地下水渗流作用下基坑边坡稳定性研究
6.
Research on the Slope Destruction Mode of Deep Footing Groove by Numerical Simulation in Xi an;
西安市深基坑边坡破坏模式数值模拟研究
7.
Stability Analysis of Deep Excavation Slope Based on Stress～Strain Relation;
高层建筑深基坑边坡稳定的应力～应变分析
8.
Application on cement-soil mixing pile in strengthening side slope of foundation pit
水泥土搅拌桩在基坑边坡加固中的应用
9.
Study on the Stability of Deep Foundation Pit Slope and the Bearing Characteristic of Foundation of the Shanwan Hydroelectric Power Station;
沙湾厂房深基坑边坡稳定性及地基承载特性研究
10.
Application of shotcrete-bolting technique for slope supporting of deep foundation pit of high rise building
喷锚网施工技术在高层建筑深基坑边坡支护中的应用
11.
On the Methods Controlling the Stability of the Side-Slopes of Construction Foundation Pits and Their Economical Comparison;
试论建筑基坑边坡稳定控制方法技术与经济对比
12.
Study on the Slope Deformation Failure Mechanism, the Support Design and the New Construction Technology of Foundation Pit with Red Clay
红粘土基坑边坡变形破坏机制、支护设计及施工新工艺研究
13.
Application of Simplified Bishop Method and Finite Element Method in Slope Stabilization Analysis of a Foundation Ditch
简化Bishop法和有限元法在某矿区基坑边坡稳定分析中的应用
14.
The stability of expansive soil slope was studied considering the effect of rainfall.
在此基础上，研究了考虑降雨入渗影响的膨胀土基坑边坡稳定性问题。
15.
Analysis and Handle of Side Slop Losing Stability in Foundation Pit Excavation at a Construction Project
某工程基坑开挖引起边坡失稳的分析及处理
16.
Bionic Algorithm and Its Application to Slope and Excavation Engineering
仿生算法及其在边坡和基坑工程中的应用
17.
Research on Sandstone Slope Stability of Foundation Ditch in Chongqing Area
重庆基坑工程中的砂岩边坡稳定性问题研究
18.
Influence of Matrix Suction of Soil on Safety of Loess Slope and Loess Foundation Pit;
基质吸力对黄土边坡稳定性及基坑支护计算的影响