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Muhammad Mukhlisin Nurul Aini Binti Abd Aziz 《Journal of the Geological Society of India》2016,87(4):483-490
Slope failure usually occurs when soil particles are unable to build a strong bond with each other and become loose because of the presence of water. Water pressure weakens the ties between the particles and they tend to slip. Therefore, this study focused on the use of horizontal drains to reduce water entry and control the ground water level as a method of slope stabilization. Several previous studies have shown that the use of horizontal drains to lower the water level in soil is one of the fastest and cheapest slope stabilization methods. The main objective of this study is to analyze the effect of horizontal drains on slope stability. Information on slope condition during the landslides which happened at Precinct 9, Putrajaya, Malaysia was used for analytical simulation. Seep/W and Slope/W analyses were carried out with GeoStudio version 2007 software. Slopes with and without horizontal drains were then compared in terms of groundwater level and factor of safety (FOS) values. Scenarios were created for seven types of soil namely: residual, clay, silt, loam, sandy loam, sandy clay loam, and silt clay loam for a case wise analysis. The effect of daily steady rainfall and realcondition rainfall was studied. These cases were studied to find the effectiveness of horizontal drains as a slope stabilization tool. The results revealed that when a drain was installed on a slope, the groundwater level dropped immediately and the safety factor of the slope increased. Sandy loam (sL) soil was identified as the best candidate for a horizontal drain. Its highly saturated hydraulic conductivity Ks facilitated groundwater drain through the horizontal drain effectively. Silt clay loam (scL) soil was identified as the least effective candidate. 相似文献
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Abdolreza Moharrami Yousef Hassanzadeh Farzin Salmasi Gholam Moradi Gholamreza Moharrami 《Arabian Journal of Geosciences》2014,7(5):1957-1964
Slope stability analysis during rapid drawdown is an important consideration in the design of embankment dams. During rapid drawdown, the stabilizing effect of the water on the upstream face is lost, but the pore water pressures within the embankment may remain high. As a result, the stability of the upstream face of the dam can be much reduced. Installing horizontal drains is a very efficient and cost-effective method for reducing the pore water pressure and increasing the stability of the upstream slope. The theory of horizontal drains in the upstream shell of earth dams is well established, but there seems to be limited resources available for the design of this type of horizontal drains. Hence, this study is focused on the performance of horizontal drains in the upstream shell of the slope of earth dams on the upstream slope stability during rapid drawdown conditions. The parametric study has been conducted on the variation of horizontal drain parameters such as the number of drains, their length, and their location. In this study, ten scenarios were analyzed based on different drainage configurations and the performance of each scenario is investigated on the seepage and the upstream slope stability during rapid drawdown conditions using finite element and limit equilibrium methods. The results demonstrated that the stability of the upstream slope during rapid drawdown conditions increases by increasing the number of drains. The length of drains extending further from its intersection with the critical failure surface does not provide any significant change in the factor of safety. Finally, the study also found that installing drains in the lower region of the upstream shell of earth dams gives more stability than those installed in higher elevations. 相似文献
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夏季抚顺降雨频发且持续时间长,若遇上矿震,边坡极易失稳破坏。为分析雨季矿震作用对抚顺西露天矿的影响,采用极限平衡法整合渗流场,分析边坡稳定性。结果表明:相同雨强,持续时间越长,孔隙水压力等值线越密集,等值线闭合区域越多,边坡的安全系数越低;相同持时,雨强越大,孔隙水压力等值线图变化越快;降雨量相同,雨强越小雨水入渗影响的范围越大;加入水平矿震荷载系数后,随着矿震烈度增加,边坡安全系数降低。边坡降雨存在一个降雨临界值,降雨量未到达临界值时,边坡的安全系数下降缓慢,当到达临界值后,安全系数迅速下降。降雨和矿震对边坡安全影响极大,应当提前对边坡进行加固。 相似文献
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降雨入渗过程中孔隙水压力的升高与基质吸力的降低引起边坡稳定性的下降,是导致边坡滑塌的主要诱导因素。利用饱和-非饱和渗流有限元计算得到的孔隙水压力场,基于Fredlund提出的非饱和土抗剪强度理论,对边坡临界滑动场进行改进,提出可以考虑降雨过程的边坡临界滑动场数值模拟方法,能够方便、快速地计算出边坡局部、整体安全系数和相对应的临界滑动面在降雨过程中的变化历程。将该法用于一个典型均质边坡和一个非均质边坡在降雨过程中的稳定性计算,分析降雨持续时间、降雨强度和非饱和强度参数取值等因素对边坡稳定性的影响,并将计算结果与其他方法进行比较,结果表明临界滑动场方法能搜索任意形状最危险滑面,计算的安全系数合理。 相似文献
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以福建德化县彭坑滑坡为例,基于非饱和土力学理论,结合滑坡实际监测数据,利用有限元法对坡体在雨水入渗条件下的渗流、变形特性和稳定性进行计算和分析,研究滑坡对降雨的动态响应和不同工况下安全系数和位移的关系。结果表明:滑体结构松散,易于雨水入渗,改变基质吸力空间分布,弱化岩土体参数; 持续降雨会使地下水位上升,坡脚发生变形,牵引坡体后缘产生拉裂,直至在降雨期间产生以非饱和区域为主的滑坡。强降雨初期,边坡安全系数下降较快,易发生滑坡; 雨停后安全系数会因雨水持续下渗而进一步降低,应注意雨后滑坡的产生; 同样水分在不同坡体部位对稳定性影响不同,安全系数有消有涨,存在时空效应。最后为反映地下水位线和降雨条件变化对边坡产生危害的程度,提出危险系数概念,建立危险系数与增量位移的关系,实现边坡测点位移变化的阶段式预警。研究结果和方法可为类似工程的治理和监测预警提供有意义的参考。 相似文献
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将二维均质土坡作为平面应变问题,假定滑动面是一个圆弧,将滑弧圆心与半径转变为后缘剪入点、坡脚剪出点和过后缘点滑弧切线与x轴的交点等3个点的横坐标,然后以这3个参数为变量,给定合理的取值区间,应用黄金分割法搜索二维边坡的最小稳定系数及相应的临界滑动面。进一步假定均质土坡的三维空间滑动面为一旋转椭球体,旋转椭球体的竖向中轴面和二维的圆弧面一致,给定椭球体不同的水平轴半径值,采用以上二维滑动面搜索方法可求出不同水平半径所对应的三维最小稳定系数及相应的椭球面。结果表明：边坡的三维稳定系数没有极小值,但有极限值;对于横向延伸长的无限边坡,三维稳定系数逼近二维稳定系数,当旋转椭球长轴与短轴之比大于3时,二者很接近,边坡稳定性可简化为二维来分析;对于受地形、地下水等条件约束的短边坡,三维效应明显,在考虑实际边界条件的情况下按三维来分析。 相似文献
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Numerical limit analysis of three-dimensional slope stability problems in catchment areas 总被引：1，自引：1，他引：0
Risk analysis of existing slopes in catchment areas requires quantification of their stability. This quantification becomes particularly difficult when dealing with larger areas under 3D conditions and including saturated and unsaturated water flow. This paper proposes the use of an effective numerical procedure to solve three-dimensional slope stability problems in large areas subjected to pore pressure effects. This numerical approach, numerical limit analysis, utilizes the finite element method and mathematical programming techniques. Mathematical programming is needed because the basic plasticity theorems for limit analysis can be cast as optimization problems. The generated optimization problem is formulated under a second-order cone programming framework, which is known to solve large-scale problems with great computational efficiency. The main objective of this work was to determine the slope safety factor and the collapse mechanism of soils governed by the Drucker–Prager yield criterion for large-scale 3D problems including pore pressure effects. This approach is applied to an experimental catchment in the Oregon Coast Range that failed after an intense rainfall. The results were compared with a previous stability analysis of the area available in the literature that used a novel 3D limit equilibrium method. 相似文献
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根据目前边坡失稳案例统计,导致边坡失稳破坏的原因多为降雨入渗,目前大多学者对自然边坡在降雨入渗条件下的失稳机理做了大量研究,但是对于不同降雨入渗条件下边坡加固结构及其稳定性是如何随降雨强度的变化而发生改变的研究却较少。以云南昆明某边坡为研究对象,考虑土体饱和-非饱和渗流理论及非饱和强度理论,通过有限元软件MIDAS-GTS分析研究降雨动态过程中边坡加固结构内力的变化规律及边坡的稳定性变化规律。研究发现:①当降雨时长一定时,降雨强度越大,非饱和区越小,负孔隙水压力降低越明显,安全系数越差;②随着降雨入渗的进行,边坡下滑力增大,抗滑力逐渐变小;③降雨入渗对原始边坡的稳定性影响较大,但是对加固后边坡的稳定性影响相对较小;④预应力锚索轴力随着降雨时长增大而增大,当降雨时长一定时,锚索轴力随降雨强度增大而增大。 相似文献
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台风暴雨常引发大量的滑坡灾害,造成生命财产损失,因而研究台风暴雨条件下滑坡地下水渗流特征及成因机制对滑坡的防治、预警预报具有重要意义.以浙江省中林村滑坡为例,采用有限元数值方法,模拟了台风暴雨的两种常见工况（工况1:等强度降雨;工况2:渐变强度降雨）下滑坡地下水的暂态渗流场及稳定性.结果表明:两种工况条件下,滑坡地下水渗流特征基本相同,地下水位响应迅速,地下水位位于强风化和中风化接触面附近,且在坡脚形成溢流;但是工况1较工况2地下水水位上升速度快、幅度大;滑坡稳定系数与地下水水位及降雨强度等密切相关,在高强度降雨条件下,随地下水水位上升稳定系数快速下降,水位稳定以后,稳定系数下降速度减缓;中林村滑坡为典型的滑塌-拉裂-蠕滑缓动型变形破坏模式,台风暴雨引起斜坡岩土体地下水水位上升,基质吸力降低和孔隙水压力增加是其发生变形破坏的主要原因.本文所得结论能够为东南沿海地区台风暴雨诱发滑坡的预测预报与防治提供理论支持. 相似文献
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滑坡稳定性分析与安全系数取值研究 总被引：5，自引：0，他引：5
在地质灾害中,滑坡灾害分布最广、发生频率最高、危害最大,是我国地质灾害防治的主要对象。滑坡研究的主要任务之一是稳定性分析。论文针对三板溪水电站进水口滑坡和水布垭水电站大岩淌滑坡,分别采用刚体极限平衡法、块体单元法、有限单元法对稳定安全系数和条间推力分布曲线进行分析和比较,研究各种方法的差异和计算精度,以及各种方法稳定安全系数的取值标准,希望为水利水电工程边坡设计规范有关有限单元法、块体单元法条目的编写和相应的允许安全系数取值标准的制定提供一定的参考。研究结果表明:①块体单元法计算的安全系数与刚体极限平衡法计算的安全系数可以采用相同的取值标准,而有限单元法计算的安全系数取值标准可适当降低;②块体单元法计算的条间水平推力、条间剪切力与刚体极限平衡法(尤其是Sarma法)计算的条间水平推力、条间剪切力非常相近,有限单元法计算的条间水平推力、条间剪切力较小;③分析方法、力学模型与参数取值应与安全系数取值标准相匹配。 相似文献
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Horizontal drains have been commonly used in stabilising unsaturated residual soil slopes. This study examines the effectiveness of horizontal drains in stabilising residual soil slopes against rainfall-induced slope failures under a tropical climate. The study includes field instrumentation at two residual soil slopes complemented with a parametric study relating to drain position. Field monitoring results indicate that rainfall infiltration is limited to a certain depth below which infiltration becomes insignificant. This zone tends to be unsuitable for horizontal drains. Horizontal drains were found to be most effective when located at the base of a slope. The parametric study indicated conditions under which horizontal drains are effective or ineffective in improving the stability of a slope. It was also found that horizontal drains have little role in minimising infiltration in an unsaturated residual soil slope. Benefits of using horizontal drains can be obtained through the lowering of the water table. 相似文献
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降雨入渗对土坡稳定性影响分析 总被引：1，自引：2，他引：1
在饱和-非饱和渗流理论基础上,从降雨强度、前期降雨总量、不同的土坡坡度以及是否考虑植被护坡等方面对大气降雨条件下土坡的稳定性进行了探讨.分析结果表明,在土体饱和渗透系数一定的条件下,强降雨对土坡稳定系数影响显著;土坡越陡,降雨强度大小对土坡安全性影响就俞显突出;土坡表层植物根系的存在影响非饱和区渗流场分布,可以延缓非饱和区含水量的增大,土坡稳定系数得到提高. 相似文献
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非饱和渗流基质吸力对边坡稳定性的影响 总被引：41，自引：4，他引：41
降雨入渗是致使边坡岩土体稳定性下降并最终导致崩滑地质灾害发生最为常见的环境因素。通常对边坡中地下水的影响分析采用的是经典的静水压力假定 ,并考虑适当的折减系数。本文研究了非饱和土强度随基质吸力变化的规律 ,对基质吸力影响边坡稳定性的机制进行探讨 ,并提出了相应的分析方法。运用上述方法分析了某露天矿边坡实例。结果表明 ,该方法十分有效。 相似文献
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降雨条件下浅层滑坡稳定性探讨 总被引：8，自引：0，他引：8
降雨条件下浅层滑坡是一种常见、多发的地质灾害现象,为了解边坡稳定性随降雨入渗过程的变化情况,以Green-Ampt入渗模型为基础,并考虑了动水压力的作用,建立了降雨入渗条件下浅层滑坡的概念模型,分别推导了降雨前有、无地下水位条件下的边坡安全系数与降雨时间的关系表达式。从分析结果中可以看出,对于这两种情况下边坡稳定性发生突变的主要原因归结于：前者为在湿润锋与地下水位面接触的短时间内,滑带处的孔隙水压力迅速增高;后者为滑带在浸水饱和情况下,岩土体的强度迅速降低。在此基础上,根据降雨过程中边坡是否达到饱和,提出边坡饱和临界时间的概念,考虑了初始降雨强度小于土壤入渗能力的情况。这个时间可以作为一个参数指标用于浅层滑坡的预警。 相似文献
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库（河）岸边坡由于坡体迎水面水位下降经常造成坡体稳定性降低,建立快速评估水位变化条件下的边坡稳定性分析方法具有重要的工程实用价值。基于库（河）水位下降过程及坡体内非稳定渗流条件,通过对ABAQUS程序进行二次开发,发展了考虑地表水-地下水联动作用下的黏性土边坡强度折减有限元分析方法;在分析边坡土性参数、相对渗透比值、边界条件对边坡稳定性影响的基础上,建立了考虑土性参数、相对渗透比值、库水位下降比、坡角等一体化的相对稳定安全系数综合图表表示方法。该方法能够简便、快捷地查出实际涉水边坡在不同工况下的稳定安全系数及设计边坡坡比,可作为现有图表法的有益补充。 相似文献
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三维边坡稳定弹塑性有限元分析与评价 总被引：4，自引：1，他引：3
在边坡稳定分析有限元强度折减法的基础上,将二维分析推广到三维分析,研究了其安全系数的定义方式、屈服准则与失稳破坏标准等。算例分析表明,三维有限元分析比传统三维极限平衡方法和二维有限元分析更加符合实际,可以较好地模拟解决实际工程的计算问题。探讨了影响二维与三维分析结果的一些因素,通过分析得出结论：相同模型中选取Mohr内切圆屈服准则比选取外接圆屈服准则的计算结果偏于保守;三维边坡的侧向边界约束条件和长高比对计算结果影响较大,侧向边界全部约束时安全系数将大大增加,而安全系数随着长高比的增加逐渐减小。 相似文献
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基于非饱和土力学理论,利用有限元法对降雨条件下边坡的饱和-非饱和渗流及稳定性进行了探讨。数值分析表明,雨水入渗使边坡非饱和区土体的基质吸力减小,是导致边坡稳定性降低的主要因素。进而考察了基质吸力的不同取值及裂隙的不同位置对边坡稳定性的影响,结果表明：在降雨初期基质吸力取值越大,得到的边坡安全系数越高,但经过长时间降雨即边坡土体基本达到饱和后,基质吸力的取值不同对边坡安全系数基本上没有影响;裂隙的存在为雨水入渗提供了良好的通道,因而导致边坡稳定性相对于无裂隙状态来说有所降低。降雨初期下游裂隙使边坡稳定性降低较快,但随着降雨历时的增加,即下游土体逐渐变为饱和状态后,边坡的稳定性变化则主要由上游裂隙控制。 相似文献