地质科技通报2024,Vol.43Issue(3) :266-278.DOI:10.19509/j.cnki.dzkq.tb20230076

甘肃舟曲江顶崖古滑坡形成演化机理与堆积体稳定性评价

Formation and evolution mechanism of the ancient landslide and stability evaluation of the accumulation body in Jiangdingya,Zhouqu County,Guansu Province

刘涛 张明 王立朝 杨龙 殷保国
地质科技通报2024,Vol.43Issue(3) :266-278.DOI:10.19509/j.cnki.dzkq.tb20230076

甘肃舟曲江顶崖古滑坡形成演化机理与堆积体稳定性评价

Formation and evolution mechanism of the ancient landslide and stability evaluation of the accumulation body in Jiangdingya,Zhouqu County,Guansu Province

刘涛 1张明 1王立朝 2杨龙 1殷保国1
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作者信息

  • 1. 中国地质大学(武汉)工程学院,武汉 430074
  • 2. 中国地质环境监测院,北京 100081
  • 折叠

摘要

古滑坡堆积体复活是我国青藏高原及周边地区的主要地质灾害类型之一,也是我国西部正在建设的重大交通和水利工程面临的主要安全威胁之一.因此,对古滑坡的形成演化机理进行研究并对其堆积体进行稳定性评价,显得极为重要,可以为古滑坡堆积体复活的早期识别与防治设计提供理论支持.甘肃省舟曲县江顶崖古滑坡堆积体近十年来数次局部复活形成滑坡堵塞白龙江,对当地人民的生命财产安全造成严重威胁.通过现场调查和无人机倾斜摄影等手段,查明了江顶崖古滑坡堆积体的形态和结构特征,在此基础上分析了滑坡的演化机理和动力学过程,再结合InSAR变形数据对堆积体的稳定性进行了定性评价.结果显示,江顶崖古滑坡是典型的大型地震滑坡,其滑体沿3个方向坐落式下滑,形成了如今多级台阶状的堆积体形态;在地震荷载作用下古滑坡的动力学过程可分为中上部震动-拉裂、前缘锁固段剪断-滑坡启动、后缘拉裂-滑体加速、前缘受阻-滑体减速、稳定阶段.由于古滑坡在地震荷载作用下整体下滑,导致上部堆积体内存在大量结构完整的岩体,因此较为稳定;而中下部堆积体大都为断层破碎带和破碎岩体组成的软弱结构,稳定性较差,未来极有可能复活.

Abstract

[Objective]The resurrections of ancient landslide deposits are one of the primary geological hazards in the Qinghai-Tibet Plateau and surrounding areas of China and pose significant safety threats to major transportation and water conservancy projects under construction in western China.Therefore,it is crucial to investigate the for-mation and evolution mechanism of ancient landslides and evaluate the stability of their deposits.This research can provide theoretical support for the early recognition and prevention of the resurrection of ancient landslide deposits.[Methods]The ancient landslide deposits in Jiangdingya,Zhouqu County,Gansu Province,have experienced lo-cal resurrection several times in the past decade,creating severe threats to the lives and property of local people by blocking the Bailong River.To determine the morphology and structural characteristics of the ancient Jiangdingya landslide deposits,this study utilized field investigations and unmanned aerial vehicle(UAV)tilt photography.Based on this,the evolution mechanism and dynamic process of the landslide were analysed,and the stability of the deposits was qualitatively evaluated using InSAR deformation data.[Results]The results show that the ancient landslide at Jiangdingya is a typical large-scale earthquake landslide,with its sliding body located in a downslope position in three directions,forming a multilevel stepped deposit shape.The dynamic process of an ancient land-slide under seismic loads can be divided into several stages,including vibration and cracking in the upper-middle part,shearing and landslide initiation in the front edge locking segment,tearing and landslide acceleration in the rear edge,obstruction and landslide deceleration in the front edge,and stabilization.[Conclusion]Due to the o-verall downwards movement of the ancient landslide under seismic loads,there are a large number of intact rock masses in the upper deposits,which are relatively stable.However,the middle and lower deposits are mostly com-posed of weak structures such as fault fracture zones and fragmented rock masses,which have poor stability and are highly likely to resurrect in the future.This study provides important insights into the formation and evolution of ancient landslides and the evaluation of their stability,which can help prevent future landslides and protect local communities.

关键词

江顶崖古滑坡/堆积体复活/演化机理/堆积体稳定性/地震荷载/断层破碎带

Key words

Jiangdingya ancient landslide/resurrection/evolutionary mechanism/stability of the accumulation body/seismic load/fault fracture zone

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基金项目

甘肃省舟曲重大地质灾害风险评价及综合防控技术研究项目(2021-001)

出版年

2024
地质科技通报
中国地质大学(武汉)

地质科技通报

CSTPCDCSCD北大核心
影响因子:1.018
ISSN:2096-8523
参考文献量17
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