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There are many difficulties in getting parameters when using Q system. In addition, the compound of strike, angle of gradient and discontinuities were not taken into consideration.

根据分级结果对比发现,Q系统具有分级指标获取困难的特点,且未能考虑边坡走向、坡角与结构面组合情况及坡高等因素对边坡稳定性的影响,难以适应边坡工程中稳定性评价的要求。

Based on the calculating analysis of nonlinear finite element the stress level method of researching the stability of slopes and confirming the most dangerous sliding plane is proposed.

基于对边坡的非线性有限元分析,提出了一种研究边坡稳定性和确定边坡最危险滑动面的应力水平法,并通过工程实例验证了该法的可行性和实用性。

The purpose of this research is to investigate the stability influence of side slope from the environment before/after road development in mountain area. Suitable side slope protection practices were chosen at that time according to the damage of the collapse. These practices are box gabion, net-paved plant, pilling and railing, and mortar bond, cantilever retaining wall, gravity retaining wall, etc. The ecosystem environment can be protected and maintained continuously by these practices.

本研究之目的在探讨山区道路开辟前、后环境对边坡稳定影响,并依据崩塌损坏情况,以现场环境条件选择适当边坡保护工法,本区以箱型蛇笼、铺网植生、打桩编栅、浆砌块石等各工法成效,以维护动植物生长环境与维持原生物种栖息环境之生态工法,及依据实地现况因地制宜配合,以悬臂式挡土墙、重力式挡土墙等工法确切保护边坡,维护道路通行安全与顺畅。

A systemic research on the birefringence of side-hole fiber is presented. The research results show that the birefringence of circular-core side-hole fiber relies mainly on stress birefringence, its fast axis is parallel to the link line of the two holes, and its intrinsic birefringence increases exponentially with the angle and ellipticity of side holes.

本论文的主要研究结果和创新在于: 1、对边孔光纤的双折射特性进行了系统研究,提出圆芯型边孔光纤以应力双折射为主,两边孔连线方向为其快轴方向,其双折射大小与边孔张角和边孔椭圆度成指数关系。

The local stability analysis on the rock slope indicates there exist unstable rock-mass blocks in the rock slope of spandrel groove and water inlet which have different level threats to the excavation and operation of the slope.

边坡局部稳定性分析表明:拱肩槽、进水口边坡均存在不同程度的不稳定性块体,对边坡开挖施工和后期工程运行存在不同程度威胁。

The results showed that high cycle vibration has a greater impact on the side board, little influence on stiffener; Notch has little influence on the strength of the side board.

最终得出高周振动对托盘边板有较大影响但对加强筋无明显影响,而预置缺口对边板的强度也无明显的影响。

Based on the test of the slope rock physicomechanical properties, the investigation of the engineering geological conditions, dynamic test and deformation monitoring in situ, a calculation model for determining the potential slide surface is presented, and the potential slide surface and damage model are determined.

所研究的边坡为露天岩质边坡,已出现多次滑坡,根据对边坡岩体的物理力学性质测试,现场工程地质调查,现场动力学测试及滑体位移观测,提出了确定边坡潜在滑动面的计算模型,确定出了优势滑动面及破坏模式。

In two dimensional numerical model .Reinforced effect of spud for antis lip, anchor cable, geogrid to real slops are analyzed and evaluation of degree of safety in slop stability is given.

考虑了水对土体的上浮力和降雨对边坡稳定性的影响,并在二维模型中分析了抗滑桩、锚索、土工格栅对实际边坡稳定性的加固作用,给出了边坡稳定性的稳定性评价。

I selected a typical section to make a series of study, got the deformation trend and evolution regulation of subgrade from model experiment after the coal was mined which lie concealed in the subgrade, made evaluation with ration about influence of mining under subgrade using FLAC soft such as confirming the "ARC-BED"slide model and slip scope, calculated the F.S. of subgrade slope used limit equilibrium theory, and advance particular measure for the PingShuo Coal Mining Company.The engineer analyse of subgrade stability caused by karst cavity was relied on a collapse accident happened in ChangJin expressway.

文中先对所选取的代表性断面进行了模型试验,从直观上得到煤层开采后上部路基工程变形趋势及其发展规律;然后运用数值方法,定量评价了采动对路基及边坡的影响作,确定了路基边坡发生破坏的&圆弧—顺层&模式及范围,并运用极限平衡方法对边坡的安全性作出了评价,最后提出了具体的处治建议,为保证道路的正常营运与矿区安全生产提供了科学依据。

This article puts forward and analyzes the main reasons and influencing factors of soil-cutting s collapse in frigid zone,especially expounds the concept,cause,distribution characteristic of " waterline " and its influence on side slope stability.

通过对寒区路堑土质边坡滑塌现象的调查研究,提出了寒区路堑边坡滑塌的主要原因及影响因素,尤其对&水线&的概念、成因、分布特征以及对边坡稳定性的影响,进行了详细阐述。

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