排序方式: 共有182条查询结果,搜索用时 15 毫秒
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甘肃天水地区45a来强降水与洪涝灾害特征分析 总被引:9,自引:4,他引:5
洪涝灾害是一种常见的自然灾害,对农业生产和人民生活有极大的影响.通过对甘肃天水地区强降水和洪涝灾害事件资料的整理,对其强降水事件、洪涝灾害变化特征以及二者间地联系进行了分析研究.现有资料统计显示,天水地区没出现过整个区域性洪涝灾害,以局地洪涝灾害为主,强降水事件和洪涝灾害具有显著的年代际和季节性变化特征.由于当地的土地蓄水性能很差,一般性的强降水就可能会产生洪涝灾害.随着气候变暖,这一地区的强降水事件和洪涝灾害呈增加趋势,建议当前应加强对局地强降水事件的防范工作. 相似文献
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锚杆框架梁加固膨胀土边坡的数值模拟及优化 总被引:5,自引:0,他引:5
锚杆框架梁是加固膨胀土路堑边坡的一种方式,能够有效地抑止膨胀土边坡裂隙的扩展和发展,阻止边坡体的变形。为了研究锚杆框架梁的加固效果及其坡率对膨胀土路堑边坡的影响,采用了快速拉格朗日差分分析三维软件FLAC3D模拟锚杆框架梁加固膨胀土路堑边坡。数值分析及结果表明,坡率与膨胀土路堑边坡变形密切,锚杆框架梁参数中锚杆布设角度和间距对膨胀土边坡变形影响较大,同时对锚杆框架梁的主要参数提出相关的建议,为工程和设计优化提供了参考。 相似文献
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关于滑坡推力计算方法的合理性及改进方法的探讨 总被引:4,自引:1,他引:3
滑坡推力大小的可靠性与计算方法有直接关系。本文讨论了传递系数法的适用性,提出了改进途径和方法:即用改进的瑞典条分法和江布法来计算滑坡推力,并推导了相应的计算公式,对于治理工程设计和评价有一定的指导意义。 相似文献
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笔者在充分调研和综合分析研究金沙江、雅砻江、大渡河水电工程区岸坡生态地质环境条件和主要生态环境地质问题及其环境演化效应的基础上.按照分类评价思想和原理.初步探讨了流域梯级水电工程开发对生态地质环境影响评价的思路与方法,初步提出以斜坡(岸坡)稳定性评价子系统、水土流失与水库淤积评价子系统、生态环境演化评价子系统和社会经济发展影响子系统等四大类子系统为主干的梯级水电开发对生态地质环境影响评价系统.初步建立了四大类评价指标体系,讨论了评价方法与成果表达方式,供大家讨论。 相似文献
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The objective of this research was to assess the characteristics of seismic induced damage and the deformation patterns of pre-stressed cement-grouted cables that are used for rock slope stabilization projects subjected to quasi-static cyclic loading. The experimental configuration includes the installation of 15 pre-stressed cables in a slope model made of concrete blocks (theoretically rigid rock mass) on top of a pre-existing sliding surface. The study showed that: (i) The pre-stressed cables exhibited great seismic performance. Rapid displacement of the model blocks was observed after the complete loss of the initial pre-stress load under continued applied cyclic loads and exceedance of the state of equilibrium, which implies the higher the initial pre-stress load, the better the seismic performance of the rock anchor; (ii) The failure of the pre-stressed cables was due to fracture at the connection of the tendons and cable heads under cyclic loading. The sequence of failure had a distinct pattern. Failure was first observed at the upper row of cables, which experienced the most severe damage, including the ejection of cable heads. No evidence of de-bonding was observed during the cyclic loading; (iii) The stress distribution of the bond length for pre-stressed cables was highly non-uniform. High stress concentrations were observed at both the fixed end and the free end of the bond length both before and immediately after the state of equilibrium is exceeded. The results obtained can be used to evaluate the overall performance of pre-stressed rock anchors subject to seismic loading and their potential as rockfall prevention and stabilization measures. 相似文献
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108国道新店子滑坡稳定性评价及治理设计 总被引:2,自引:0,他引:2
在对滑坡的成因机制分析基础上,利用Slope CAD软件对滑坡的各种状态下的稳定性进行评价,并根据评价的结果,采用抗滑,锚固,采用抗滑,锚固,排水相结合的综合治理方案。 相似文献
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某水电站近坝库岸边坡稳定性二次模糊综合评判 总被引:5,自引:0,他引:5
本文将大范围边坡稳定性的众多影响因素进行总结分类,并针对评价指标分级的特点,将传统的两级模糊综合评判模型作适当改进,进行二次模糊综合评判。以某水电站近坝库岸边坡为例,在确定各评价指标选择依据和评价标准的基础上,建立了该库岸边坡稳定性的二次模糊综合评判模型。结果表明,基本地质因素在模糊综合评判中起着控制作用,其中岸坡结构类型和岩性对库岸边坡稳定性的影响最为显著。 相似文献