1.
Three-bench Ring-like Excavation for Core Soil in the Construction of Guangyi Tunnel
三台阶核心土环形开挖法在广以隧道中的应用
2.
Stress analysis with reservation core soil of annular excavation on wall rock in sandstone section of hydraulic tunnel
水工隧洞砂岩段围岩环形开挖预留核心土法受力分析
3.
Analysis of Annular Pit with Core Rock Support Method Adopted in Large-scale Tunnel Construction
留核心土环形开挖工法在隧道设计施工中的应用
4.
Safety Assessment of Circular Arches Tunnel Evacuation on Surrounding Geotechnical Environment
圆拱形断面隧道开挖对周围岩土环境安全评价
5.
The Influence of Pit Excavation of Guizhou Mountainous Area on Its Surrounding Environment;
贵州山区基坑开挖对周围环境的影响
6.
Research on Reverse Circulation Technology of Drill Dregs Removal in Trenchless Technology
非开挖施工中反循环清渣工艺的研究
7.
Study on Face Deformation and Collapse of Earth Pressure Shield Tunnel;
盾构施工开挖面变形与破坏机理研究
8.
Study on Excavation Disturbed Zone and Ogee Excavation Scheme of High-stress Dam Foundation at Deep Valley
高地应力峡谷高拱坝坝基开挖扰动效应与反弧开挖形式优化研究
9.
Analysis of longitudinal deformation profile in city-gate shaped tunnel using top heading and bench excavation method
上下台阶开挖下城门形隧洞纵向变形规律分析
10.
The Testing Study on Urban Underground Space Opens to Excavate to Environment;
城市地下空间开挖对环境的影响与试验研究
11.
Effect of the Building in Layered Excavation Deep Foundation Pit;
深基坑分层开挖支护对环境建筑物的影响
12.
Analysis on Environmental Influence of Multi-Echelon Joint Supported Excavation
多级梯次联合围护基坑开挖对环境影响分析
13.
Highway cutting controlling blasting excavation technology in complex environment
复杂环境下公路路堑控制爆破开挖技术
14.
Study of Construction Deformation Mechanism and Conrolling Methods for High Cutting Slope Projects;
路堑高边坡开挖变形理论及控制措施研究
15.
Computer Simulation on Deformation of Round Rock in Tunnel Excavating and Research on Support Technology;
巷道开挖围岩变形计算机模拟及支护方案研究
16.
Analysis to Deformation Mechanism of Sedimentary Slope after Excavation and Support Measure;
堆积体开挖边坡变形特征分析与支护措施研究
17.
Study on Ground Deformations Induced by Tunnel Excavation in Soft Soil Region;
软土地区隧道开挖引起的地层变形研究
18.
Deformation Analysis of Tunnels Due to Adjacent Underground Excavation;
地下工程开挖对临近隧道变形的影响分析