挡土墙土压力分布是非线性的，填土滑裂面通常为曲面。
The distribution of passive earth pressure against retaining wall is nonlinear, and the sliding surface in soil is usually a curve.
还可能导致重力地貌过程系统的变化，造成土滑、滑坡和崩塌等灾害；
It also may cause the change of gravitational geomorphological process system, giving rise to soil slip, landslide, fall and so on.
揭示了滑体沿滑面的滑动位移具有差异性滑动的变形非协调现象，为分析地表变形和滑坡解体过程奠定了新的理论基础。对含碎石粘性土滑坡的不同治理措施进行了系统研究。
It's also discovery that there is displacement discrepancy in the slide mass along the slip surface, which sets new theoretical base for ground surface deformation analysis and slope failure process.
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 parameters of shear strength of slide zone soil are indispensable factors for stability evaluation and countermeasure design to landslides.
影响滑坡推力计算准确度的两大主要因素是滑坡体尤其是滑带土强度指标的取值和所采用的推力计算方法。
The two primary influences on the computation accuracy of landslide thrust are the selections for strength parameters of sliding-zone soils and calculation methods for landslide thrust.
采用平面和对数螺旋滑裂面的单滑块机制，对典型的二维土压力问题进行分析，其结果说明该方法的有效性。
For single block mechanism, such as plane and log-spiral slip surface, the validity of this method has been verified by a typical two-dimensional example.
研究结果：滑带土的峰值强度和残余强度比较接近，成线性关系；塑性指数能较好的用来估算残余强度。
Research results:Residual strength of slip soil has linear regression with peak strength; plastic index can be better used to estimate residual strength.
通过等时曲线簇确定该滑带土的长期强度。
The long term strength has gotten from the isochronal curves.
采用刚性翼墙与加筋土间隔、上下错开的布置型式，形成复合式翼墙结构，满足挡墙的抗滑稳定性及防渗要求。
The composite wing wall with staggered rigid wing wall and reinforced earth has fulfilled the requirement of stability against sliding and seepage.
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。
The shear strength of slide zone soil is an indispensable parameter for stability analysis and countermeasures of landslide.
试验研究表明巨型滑坡滑带土的大型原位剪切试验对滑坡稳定性分析和工程治理优化具有重要价值。
It shows that in situ experiment is important to the landslide stability analysis and the optimization of landslide engineering treating, especially to the giant landslide.
分析了非饱和土体抗剪强度参数的计算方法，得出非饱和土抗剪强度公式的实用形式，并推导了抗滑稳定安全系数的计算公式。
Deducing the calculation method of shear strength of unsaturated soil, the applied equation is searched, from which the formula of safety factor of embankment's stability is derived.
本文首先研究了复合土钉支护中土钉、水泥土墙的抗滑机理，介绍了其机理的理论解释。
The resisting slip mechanism of nail and cemented-soil wall is researched on and the theory of the mechanism is also introduced in this paper firstly.
通过野外取样、磨片及显微镜观察，得到了滑带土的微观结构特征，由此论证了滑带土的变形破坏模式。
In the light of flied sampling, whetting the slice and the microscope observation, the character of the microcosmic structure is gained, then proves its deformation and destruction mode.
该方法考虑土的应力应变关系和土坡失稳的破坏形式，从分析土坡应力分布的变化入手，直接确定临界滑裂面的位置，进而计算土坡总体安全系。
Beginning at the analysis of variation of stress distribution of a slop, the location of critical slip surface is directly determined, and the globe safety factor is calculated.
试验表明，滑带土具有较强的流变特性。
The test results validated that the slip band soil possesses obvious creep characteristic.
为提高计算结果的可靠度，采用了滑带土的残余抗剪强度指标和双参数法等手段。
In designing and calculating, several measures such as using the indexes of residual shear strength of sliding-belt soil and double-parameter method etc are ta.
日本富山县境内的中田浦滑坡剖面中产出以立方体为主要晶形的微小黄铁矿颗粒，它们多沿滑带土中的细裂缝分布。
Some special fine pyrite particles were discovered along the landslide profiles of the Nakataura Landslide located in Toyama Prefecture of Northwest Japan.
本文以宝鸡市黄土-红层滑坡为研究对象，从黄土、滑带土研究入手，对黄土-红层滑坡的机理进行研究。
In this paper, loess - redbed landslide of baoji is regarded as studied object, and the mechanism of loess - redbed landslide is researched from the point of loess and slip band.
黄土接触面滑坡、土泥岩顺层滑坡的滑速低、滑距短，滑体具有稳定性差、活性强的特点。
The characteristics of loess interface landslide and loess-mudstone layer plane landslide are low sliding velocity, short sliding distance and low stability after sliding.
膨胀土对工程建设的危害，尤其路堑边坡的滑坍是膨胀土地区公路建设中普遍存在且亟待解决的技术难题。
The slide of slope is the biggest technique problem during the construction of road in the regions of expensive soils.
对滑坡滑带土进行剪切流变试验，得到长期强度和进入加速蠕变的临界强度。
The shear and rheologic tests related to sliding soil within landslide zones are conducted and long-term strength as well as critical strength of acceleration creep are obtained accordingly.
该研究方法可为获取真实有效的滑带土剪切强度参数提供一条新思路。
This research method can provide a new method to obtain reliable shear strength parameters of intact sliding zone soil.
基于极限平衡理论及平面滑裂面假定，在考虑土黏聚力及放坡角度的基础上，推导了平面滑裂面剪切破坏角的数学表达式。
Based on the limit equilibrium theory and the hypothesis of planar sliding surface, a formula for calculating the Angle of shear failure was deduced considering cohesion and cut slope Angle.
为此本文根据实验研究的结果，建立了新的滑裂面计算模型，推导出了土压力计算公式，并被实测结果所验证，可供管道工程设计参考。
Accordingly, this paper constructs a new model of slipping interface and presents calculating formulas, which can be used as reference for that it has been validated bye...
为提高计算结果的可靠度，采用了滑带土的残余抗剪强度指标和双参数法等手段。
In designing and calculating, several measures such as using the indexes of residual shear strength of sliding-belt soil and double-par...
为提高计算结果的可靠度，采用了滑带土的残余抗剪强度指标和双参数法等手段。
In designing and calculating, several measures such as using the indexes of residual shear strength of...
为提高计算结果的可靠度，采用了滑带土的残余抗剪强度指标和双参数法等手段。
In designing and calculating, several measures such as using the indexes of residual shear strength of...
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