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工程措施影响滑坡地下水动态的数值模拟研究 总被引：9，自引：2，他引：7
大多数滑坡的发生与地下水活动有关 ,地下水的动态变化直接关系到滑坡的稳定性状况。因此 ,在滑坡治理工程中 ,首先需要研究各种影响因素和工程治理措施对坡体地下水位的影响方式 ,从而正确分析滑坡成因机制和制定合理的滑坡治理方案。基于工程滑坡实例研究 ,利用数值模拟 ,揭示了滑坡治理工程中地下排水洞的排水效果 ,分析了地表水集中入渗和设置抗滑桩后地下水渗流场的变化特征。表明数值模拟研究 ,可以有效地揭示工程措施及主要影响因素对滑坡地下水动态的影响方式 ,为滑坡治理奠定必要的基础 相似文献
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碎石土滑坡是一类由降雨激发失稳而产生滑动破坏的滑坡类型,要实现对其综合治理和评价决策,滑坡治理稳定性分析及效果评价就不容忽视。基于官家滑坡实际地质条件和变形破坏情况进行变形破坏机制研究和稳定性影响因素分析,在此基础上实施滑坡工程治理规划处置和治理稳定性分析,然后再参照降雨及滑坡变形情况构建加卸载响应比模型来实现滑坡稳定状态反馈和工程治理效果评价。研究表明：降雨作用及地下水变化是碎石土滑坡变形破坏最主要的动力因素,滑坡工程治理依据排水及抗滑原则确定综合处置措施,经治理稳定性分析,其稳定系数可大幅提高,完全满足不低于1.25的规范要求;并且基于加卸载响应比模型分析滑坡经综合治理后处于安全稳定状态,工程治理措施实施科学合理,工程治理效果显著,综合作用下滑坡稳定性好、安全可靠。 相似文献
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通过对滑坡治理工程中各种措施的特性分析,阐明了它们适用的地质条件和地质环境,结合工程实例探讨了滑坡治理优化设计的要点,提出了滑坡治理工程的优化设计思路。 相似文献
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龙胜梯田金竹寨发生滑坡地质灾害,边坡治理迫在眉睫。本文就预应力锚索在该滑坡治理工程中实际应用作了介绍,金竹寨滑坡的预应力锚索治理达到了灾害除、工期短、地貌恢复好的效果,是风景名胜区滑坡地质灾害治理的一个较为典型案例。 相似文献
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镇江市是江苏省滑坡地质灾害较为严重的城市,其地质灾害防治工作开展较早,积累了一定的防治管理经验。而焦山索道上站滑坡治理工程是多种滑坡治理技术方法和措施的综合应用,通过混凝土抗滑桩、锚索、锚杆、排水以及挂网喷播复绿等技术方式和措施的应用,成功地完成了焦山索道上站的滑坡治理工程,为镇江市其他滑坡地质灾害的治理提供了一定的参考借鉴作用。 相似文献
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随着我国山区公路建设的加快,许多公路的修建无法避免会引起边坡灾害,本文以通江县两河口乡沙窝寺滑坡工程为例,通过分析边坡变形历史、滑坡体边界特征及坡体稳定性,得出滑坡体处于缓慢蠕变阶段,属于中型土质滑坡,在遭遇20年一遇强降雨情况下,坡体处于不稳定状态,有可能再次发生滑动。根据滑坡体分布范围、危险区范围、滑坡性质,提出采用桩板墙与后缘裂缝填埋并设置排水沟的治理措施,可以很好地抑制边坡变形,为此类滑坡的治理提供参考,为公路边坡的治理提供示范作用。 相似文献
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Yanjun Shang Chang-Uk Hyun Hyeong-Dong Park Zhifa Yang Guangxiang Yuan 《Environmental Earth Sciences》2017,76(1):47
The evolution of large-scale landslides should be studied because, over long periods of time, primary remediation measures may suffer reduced efficiency or have to be adjusted many times. The 102 Landslide in southeast Tibet, which originally formed in 1991 with a volume of 5.1 million m3 and still exhibits post-failure activity, provides a distinctive case study. The landslide evolved from earthquake destruction and unloading, rainfall-triggered sliding, and debris flow to sands sliding slopes. The NE ringed scarp receded by 38.96 m during a five-year period (2003–2008). The total recession was 160 m with a total area of 2500 m2 during a 17-year period (1991–2008). Although several types of remediation measures were applied and were temporarily effective, the normal function of the Sichuan–Tibet Highway was affected by landslide reactivation from time to time. Actual effects of the engineering measures such as retaining walls, prestressed anchor cables, and drainage ditches confirm that hasty governance of this type of large-scale landslide is generally unfeasible over long time periods. Finally, an approach involving a tunnel running backward from the front face has been adopted as a permanent solution to large-scale moraine slope failures: This engineering practice has been in progress since April 2012. This paper describes the evolution of the 102 Landslide, the engineering interventions to mitigate the effects of the landslide on the Sichuan–Tibet Highway, and the choice of tunneling as a final mitigation measure. The present study concludes that approaches that allow escape from developing geo-hazards should always be the initial choice. 相似文献
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This paper deals with groundwater hydrology at a prominent fracture zone landslide slope (Nuta–Yone landslides) in Japan with
an objective to explore an efficient method for the application of landslide stability enhancement measures. The correlation
analyses between the hydrological parameters and ground surface movement data at this landslide resulted in low correlation
values indicating that the geological formation of the area is extremely complex. For the purpose of understanding the groundwater
flow behavior in the landslide area, a three-dimensional transient groundwater flow model was prepared for a part of the landslide
slope, where the levels of effectiveness of applied landslide stability enhancement measures (in the form of multilayered
deep horizontal drains) are different, and was calibrated against the measured water surface elevations at different piezometer
locations. The parameter distributions in the calibrated model and the general directions of the groundwater flow in terms
of flow vectors and the results of particle tracking at the model site were interpreted to understand the reasons for variations
in effectiveness of existing landslide stability enhancement measures and to find potentially better locations for the implementation
of future landslide stability enhancement measures. From the modeling results, it was also understood that groundwater flow
model can be effectively used in better planning and locating the landslide stability enhancement measures. 相似文献
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A practical application of a simple and economical solution to landslide hazard zonation based on slope stability analysis
was carried out in the Veľká Čausa landslide, Horná Nitra region, central Slovakia. The region is prone to different types
of slope deformation controlled by geological structure, physical and mechanical properties of materials, complicated hydrogeological
setting, undulating morphology, and man-made influence. Taking into consideration the cause of the landslide, identified as
groundwater change, two scenarios of landslide activity have been investigated. Scenario 1 considers the maximum groundwater
level recorded from March 1995 to October 1998, corresponding to the period starting from the most recent landslide activity
up to the end of remediation work. Scenario 2 considers the maximum groundwater level recorded from November 1998 to December
2004, after the remediation works, and corresponding to the actual situation of the landslide. It has been found from this
study that slope angle has the highest influence on landslide instability in the Veľká Čausa landslide. Therefore, high resolution
Digital Elevation Model (DEM) is essential for obtaining reasonable results. In addition, an appropriate selection of the
model input parameters (e.g., shear strength) is very important. The validation between the calculated landslide hazard zonation
map and results of monitoring survey were examined. The results show moderate to good agreement with the inclinometric and
geodetic measurements. It was also verified that the most active part of the landslide is the north-western side. 相似文献
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In this paper, on the base of a detailed survey into the rockfall and the landslide of Majiaba slope, the mechanical mechanism of the rockfall and the landslide is analyzed by inversion method. The stabilities of Majiaba slope both before and after the landslide are evaluated, and the preventive and corrective measures are given. The theoretical results are consistent with the practical situation. 相似文献
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降雨条件下酉阳大涵边坡滑动机制研究 总被引：1，自引：0，他引：1
以某厚堆积层滑坡为例,基于非饱和土力学理论,利用有限元方法,对雨水入渗条件下坡体的渗流及动态稳定性进行了计算和分析,研究了水分在坡体内的运移对边坡稳定性的时间效应。结果表明：边坡堆积体结构松散,土体强度差,边坡前缘坡降大,坡脚的开挖,为滑坡形成提供了便利条件;强降雨条件下使得坡脚附近首先发生变形失稳,牵引坡体后缘产生张拉裂。雨水沿坡面入渗,在坡体内形成渗流场,弱化岩土体参数,同时坡面形成饱和径流,使滑坡体前缘产生向下的渗透力,促使前缘坡体发生滑动,进而引发分级坡体产生滑移;强降雨初始阶段,滑坡体安全系数降低较快,很容易发生滑坡。该研究揭示了降雨入渗诱发厚堆积层边坡滑动机制,并以此建议采取以截、排、堵措施对边坡进行排水,同时设置嵌岩锚索抗滑桩及进行削坡清方措施对边坡进行综合治理,通过稳定性计算,效果良好。 相似文献