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海原县某公路黄土滑坡稳定性及成因机制研究

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宁夏南部海原县、西吉县等黄土高原地区形成连片的巨型滑坡地质灾害,对公路设计、建设造成巨大的影响,以海原县某公路黄土滑坡稳定性研究为例,采用系统的工程地质勘察、室内试验以及有限元数值模拟计算等方法,分析总结了滑坡的成因机制,结果表明:诱发滑坡的主要因素为地层岩性、降雨、地震、人类活动等,结合FLAC3d数值模拟软件进行稳定性反演计算,次级滑坡在暴雨、地震工况下安全稳定系数分别为0.898、0.826,仍有失稳变形、发生滑动的风险,针对该滑坡提出坡面防、排水、抗滑桩支挡以及地表、深部位移监测、地下水监测等综合工程措施建议,为区域内类似滑坡处治项 目提供参考.
Study on the Stability and Genetic Mechanism of a Highway Loess Landslide in Haiyuan County
In the loess plateau areas such as Haiyuan County and Xiji County in the south of Ningxia,a series of huge landslide geological disasters have formed,which has a huge impact on the design and construction of high-ways.Based on the study on the stability of a highway loess landslide in Haiyuan County,this paper analyzes and summarizes the cause mechanism of landslides by means of systematic engineering geological investigation,labo-ratory test and finite element numerical simulation.The results show that the main factors inducing landslide are formation lithology,rainfall,earthquake,human activities,etc.Combined with FLAC3d numerical simulation soft-ware,the stability inversion calculation shows that the safety and stability coefficient of secondary landslide under the conditions of rainstorm and earthquake are 0.898 and 0.826 respectively,and the risk of sliding is still unstable deformation.In view of the landslide,comprehensive engineering measures such as slope prevention,drainage,an-ti-slide pile support,surface and deep displacement monitoring and groundwater monitoring are put forward to provide a reference for similar landslide treatment projects in the region.

loess landslidecause mechanisminducing factorsinverse analysisengineering measures

肖强、邱锴、闫亚亚

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宁夏公路勘察设计院有限责任公司,宁夏银川 750001

宁夏回族自治区遥感调查院,宁夏银川 750001

黄土滑坡 成因机制 诱发因素 反演分析 工程措施

2024

绿色科技
花木盆景杂志社

绿色科技

影响因子:0.365
ISSN:1674-9944
年,卷(期):2024.26(20)