1.
Research on the Slop Stability and Control Technique at the Tunnel Entrance;
隧道洞口边坡稳定性与控制技术研究
2.
Study on Grey Forecasting of Slope Deformation with Mutation Data in Extra-large Cross-section and Cow Flat-ratio Tunnel
数据突变下隧道洞口边坡变形灰色预测研究
3.
Research on Slope Stability Around Tunnel Entrance in Loess Areas;
黄土地区隧道洞口段边坡稳定性研究
4.
Stability analysis of the side slope in the portal section of tunnel with semi-open and semi-underground method
半明半暗法隧道进洞洞口段边坡稳定性研究
5.
Mountainous Tunnel Surrounding Rock Classification & Study on Landslide Stability;
山区隧道围岩分类与洞口边坡稳定性研究
6.
Study on Surrounding Rock Stability Around Tunnel Entrance in High Slope and Rock Stack Area;
高边坡岩堆地区隧道洞口段围岩稳定性分析
7.
Research on the Slop Stability and Numberical Analysis at the Tunnel Entrance
隧道洞口段边坡稳定性研究及数值分析
8.
The side slope construction process and stability analysis in tunnel portal eccentric loading section
隧道洞口偏压段边坡施工过程及稳定性分析
9.
Landslide stability analysis and control at portal of tunnel
隧道洞口滑坡稳定性分析及滑坡治理
10.
Application of FLAC in Analysis on Stability of Side Slope Along Portal Section of Some Tunnel on Yichang-Wanzhou Railway
FLAC在宜万铁路某隧道洞口段边坡稳定性分析中的应用
11.
The Construction Techniques for the Side-slope/Heading-slope Bracing Engineering of the Open-cut Highway Tunnel in a Certain City
某城市公路隧道明洞边/仰坡支护工程施工技术
12.
Interaction between twin-arch tunnel and slope: landslide twin-arch tunnel
连拱隧道边坡耦合作用:滑坡连拱隧道
13.
Stability Study and Strengthen about High Slope of Enter Water Mouth of Diversion Tunnel of Secondly Hydroelectric Power Station of Jinping;
锦屏二级水电站引水隧洞进水口高边坡稳定性研究及加固处理
14.
Static and Dynamic Analysis of the Outlet High Slope of the Tailrace Tunnel of Pubugou Hydropower Station;
瀑布沟水电站尾水隧洞出口高边坡静动力稳定性三维有限元分析
15.
Analysis of high slope stability of the entry of water tunnel of DAPEIN(I) Hydropower Station in Burma
缅甸DAPEIN(I)水电站引水发电隧洞进水口高边坡稳定分析
16.
FEM CALCULATION OF HIGH INLET SLOPE OF DIVERSION TUNNEL ON RIGHT BANK OF CHANGHEBA HYDROPOWER STATION
长河坝水电站右岸导流隧洞进口高边坡稳定性有限元计算分析
17.
STABILITY ANALYSIS ON OUTLET SLOPE OF ARCH BEAM TUNNEL WITH PERMEABLE RIBBED CHARACTERISTIC
通透肋式拱梁隧道出口端边坡稳定性地质分析
18.
Centrifuge Model Test on the Soil Nailing High and Steep Loess Slope in Tunnel Myongdong;
隧道明洞段黄土高陡边坡土钉支护的离心模型试验研究