According to the failure mechanism of unsaturated expansive soil slope, the countermeasures to prevent shallow layer soil slide are suggested.
根据非饱和膨胀土边坡失稳的机理提出了防止边坡浅层滑动的对策措施。
When you slide the screen up to reveal the thumb keyboard, there's no spring-assisted snap; it drags like a plow through soil.
在向上滑动显示屏以露出拇指键盘时，没有发出弹簧助力的喀嚓声；拉动的动作就像是在犁地。
The slide characteristic and geologic distribution of residual soil slope are introduced, the strength character of residual soil is analyzed.
简要介绍了残积土边坡滑动变形特点和地质分布特征，分析了残积土的强度特性。
The parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.
滑带土抗剪强度参数的正确选取，是滑坡稳定性评价和抗滑工程设计中的关键问题。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
大型滑坡滑带土强度参数的正确选取，是作好滑坡稳定性评价和抗滑工程设计的重要环节。
Two mathematical models are presented to depict the resistance and the resistance-reduction rate in an air curtain between soil and slide moving on a moist and soft ground.
提出了滑板在湿软土壤中滑行时，气幕条件下的阻力和减阻率的数学模型。
In southern China, gravel containing cohesive soil side slope destabilization is the prime land slide type of transmission line side slope.
在我国南方地区，含碎石粘性土边坡失稳是输电线路边坡滑坡的主要类型。
The flume experiment shows that the low strength soil in the action of wave shearing force would slide, as the result, strong erosion happens on the bottom.
通过水槽实验发现，底床强度弱区的土体在波浪剪切力作用下，会发生整体滑动现象，造成床面的剧烈侵蚀。
According to the test condition when slide mass is sandy clay, the authors study the deformation of anti-slide pile and soil resistance.
本文用有限元法模拟滑体为砂粘土的模型试验条件，对抗滑桩的变形及土体抗力进行分析。
The progressive failure is defined as the failure area develops in space and continually along the potential slide carved surface in statistical even soil.
渐近性破坏定义为在统计均质土体中，沿着潜在滑动面破坏区空间地和连续地扩展。
Piles with various diameters and soil parameters are adopted in analyses; and the influences of these factors on the ultimate resistance of anti-slide pile are investigated.
对不同桩径及不同土体力学参数情况下的桩极限阻力进行了分析，研究了桩径及土体参数等因素对桩极限阻力的影响。
Analysis on the reliability of anti slide design in cement soil bracing structure for foundation pit is conducted herein by using JC method.
本文采用JC法对基坑水泥土支护体抗滑动设计进行了可靠度分析。
According to the slide slope characteristic of the west of xiangtan university, we have taken the deep-lying reinforced cement-soil retaining wall to the slide slope.
结合湘潭大学西山边坡场地的实际特点，采用深埋式加筋水泥土重力挡土墙结构对其进行了综合治理。
It is a balance system that the anti-slide pile is exerted by three kinds of force, they are the tensile force of anchor, the thrust of sliding mass, the resistance of soil and rock.
一般认为锚杆（索）抗滑桩在锚杆（索）拉力、滑坡推力、桩前滑体抗力的作用下绕锚固点（锚拉力作用点）保持力矩平衡，锚固点为一铰支点。
Obviously, borrowed soil sprayed on slope surface tends to slide or collapse under actions of rainwash, seepage, gravitational force, earthquake, etc.
显然，由于雨水冲刷、渗流、重力、地震等因素的影响，被喷播到边坡坡面上的客土存在力学稳定性问题。
When the pile design safety factor is small, the anti-slide strength of rock and soil is not fully exerted. The finite element method has some discrepancy with the traditional method.
当滑坡设计安全系数较小时，岩土体抗滑强度未得到充分发挥，有限元与极限分析法有一定差距；
Quadriateral slide elements were used in analyzing to-simulate the boundary properties between soil and steel bar.
分析中采用了四边形滑移单元模拟土与锚之间的界面特性。
Theseshallow slide are closely related to the water migration in soil during the freeze-thaw process.
这种冻融失稳与冻融过程中的水分迁移有密切的关系。
Theseshallow slide are closely related to the water migration in soil during the freeze-thaw process.
这种冻融失稳与冻融过程中的水分迁移有密切的关系。
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