1.
Study on the Engineering Property of Loose Zone in Rock Slope of Open-pit;
岩质深凹边坡松动岩体工程特性研究
2.
Study on Mechanical Optimization of Open Pit Slope Configuration by Back Analysis of Displacement;
基于位移反分析法的深凹边坡形状力学优化研究
3.
STUDY ON SPATIAL PRINCIPLE OF STEEPING THE SLOPE ANGLE IN JINDUICHENG DEEP OPEN PIT
金堆城凹陷露天矿加陡深部边坡角的空间原理研究
4.
"Single curved moldings include the cavetto (concave, with a quarter-circle profile), scotia (deep concave), flute (grooved),"
单曲线脚包括凹弧饰(具有四分之一圆的轮廓的凹面)、凹形边饰(深凹面)、凹槽饰(开槽的)
5.
a recess or small valley in the side of a mountain.
" 山凹,山谷山边的幽深处或小山谷"
6.
Seismic fortification for high-filled embankment slope or deeply digging side road cutting slope
高填方路基边坡或深挖方路堑边坡抗震设防
7.
Research and Manage the Stability of Northwest Side Slope in Washan Stope;
凹山采场西北帮边坡的稳定性研究及治理
8.
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
9.
Research on Deep Drainage Technology in Water-rich and High-steep Cutting Slope;
富水高陡路堑边坡深层排水技术研究
10.
Detection of GPR and Determination of District and Depth on Landslide Area
边坡滑动范围和深度的探地雷达勘定
11.
SUPPORTING DESIGN AND CONSTRUCTION OF DEEP ARTIFICIAL FILLING HIGH SLOPE
深厚人工填土高边坡支护设计与施工
12.
Method of porosity modelling of deep water turbidity-fan based on facies controlled in T71 block of northern steep structure belt of Dongying depression
东营凹陷北部陡坡带T71块深水浊积扇相控孔隙度建模方法
13.
Pressures under the margin of a deep cavity would similarly cause the underlying material to flow into it.
在一个深凹形体边缘的压力，同样会导致边缘部分物质的流入。
14.
STABILITY EVALUATION AND SHORING ADVICE ON A CERTAIN QUARRY SLOPE OF SHENZHEN
深圳市某采石场边坡稳定性评价及支护建议
15.
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
16.
Engineering Behaviour of Deep-Cut Rock Slope with a Fractured Fault in Road Embankment Section;
公路深挖碎裂断层岩质边坡施工过程行为研究
17.
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
18.
The Study of the Stability of the High and Swelling Weak Rock Slope in Freeway;
公路深路堑膨胀性软岩边坡稳定性评价研究