Pointed out the slope high the ratio of slope and the weathering depth is the hard soil and soft rock side slope stable major effect factor.
指出坡高、坡比和风化层厚度是硬土软岩边坡稳定性的主要影响因素。
Finally a passing pedestrian side slopes, the slope is a cloud-like sheep, a huge rock on a sat bit haggard old man embrace a whip, is overlooking the distant.
最后一行人路过一面山坡，坡上是云彩般的羊群，一块巨石上，坐着一位形容枯槁的老者怀抱着一杆鞭子，正在向远方眺望。
Shotcrete rockbolt mesh support can improve the structure strength and anti-deform rigid of rock soil, and can reinforce the whole stability of side slope.
喷锚网支护可提高高边坡岩土的结构强度和抗变形刚度，增强边坡的整体稳定性。
The results also show that if only one side filling and emptying system beneath the high rock slope is operated, the stresses under external water pressure would be serious.
并指出，若是高边坡一侧的单输水系统方案，则输水廊道墙在外水压下的应力，将可能达到严重的程度。
At the same time, the article also hopes to allow the side slope landscaping workers to understand the basic situation and technical levels of biological protection on rock slopes.
同时让边坡绿化工作者了解我国的边坡生物防护的基本情况及技术水平。
Because of the side slope rock mass affected by unloading and weathering, and cutting of joints and cracks, the whole mechanical properties is poor.
边坡岩体受卸荷、风化作用影响及节理裂隙的切割，整体力学性质较差。
Combine the limestone rock body characteristic of mountain area, we have analyzed the corresponding side slope safeguard procedures.
结合石灰岩山区岩体特性，探讨分析了相应的边坡防护措施。
Because the finite element method consider the relation of stress-strain of rock soil, so, it is more accurate and rational than other methods that it calculates side slope stability coefficient.
由于有限元计算方法考虑了岩土的应力——应变关系，因此，其求解的边坡稳定系数比其它方法更为精确合理。
Through the engineering practice, the bedding failure mechanisms of bedded rock side-slope could be divided into three types: plane rotatory sliding, disintegration sliding and gradual destruction.
通过工程实践，将层状岩体边坡顺层破坏机理归纳为三方面的问题，即：平面旋转滑动、解体滑动和渐进破坏。
The protection and consolidation for rock and soils side slope is one of primary technical problem in engineering construction region.
岩土边坡的加固与防护是工程建设领域的主要技术问题之一。
The geological disaster consists of the reservoir side-slope collapse, flood, faults, fault zone, landslide mud-rock flow and so on. The principle of the route choice is keeping away these disasters.
这些灾害包括水库塌岸、洪水、断层和断裂带、滑坡、泥石流、崩塌等，路线选择应尽量避开这些灾害地区。
The critical values of the real significant buckling failure and shearing slip can be obtained only if considering the actual defect for the side slope with bedding rock mass.
只有考虑了岩体边坡的实际缺陷，才可得出其溃屈破坏和剪切滑动的极限值。
The critical values of the real significant buckling failure and shearing slip can be obtained only if considering the actual defect for the side slope with bedding rock mass.
只有考虑了岩体边坡的实际缺陷，才可得出其溃屈破坏和剪切滑动的极限值。
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