天水屈坪村滑坡稳定性分析及整治措施研究
摘要:天水南北两山地区滑坡灾害极其发育,在此区域修建公路极具挑战。以天水屈坪村大型牵引式堆积层滑坡分析与整治为例,采取工程地质调绘、钻探、深部位移监测及室内力学试验方法,分析该滑坡的形态、变形及发育特征,研究滑坡成灾机理并评价其稳定性,并提出整治措施。结果表明,屈坪村滑坡在平面形态上分前后两级,滑动方向为折线型,滑体主要由粉质黏土组成,滑床为新近系泥岩,为一典型堆积层滑坡。滑面埋深6.0~13.0 m,变形方式为牵引式,诱发原因为坡体地质环境加地震、强降雨等自然因素。针对该滑坡,提出截排水、支挡、监测的一套整治方案,为其它沿线类似滑坡灾害治理提供参考。
Abstract:The landslide disasters in the north and south mountain areas of Tianshui are extremely developed, and it is extremely challenging to build roads in this area. Taking the analysis and remediation of a large tractive deposit landslide in Quping village, Tianshui as an example, engineering geological mapping, drilling, deep displacement monitoring, and indoor mechanical tests were conducted to analyze the form, deformation, and development characteristics of the landslide. The disaster mechanism of the landslide was studied and its stability was evaluated, and remediation measures were provided. The results show that the Quping landslide could be divided into two stages in plane morphology, the sliding direction is broken line, the sliding body is mainly composed of silty clay, and the sliding bed is Neogene mudstone, which is a typical accumulation landslide. The buried depth of the sliding surface is 6.0~13.0 m, and the deformation mode is traction type, which is induced by the geological environment of the slope, earthquake, heavy rainfall, and other natural factors. In view of the landslide, a set of treatment plans such as drainage interception, retaining, and monitoring was put forward, which can provide a reference for the control of similar landslide disasters.
中文标题:
天水屈坪村滑坡稳定性分析及整治措施研究
Stability Analysis and Treatment Measures of Landslidein Quping Village, Tianshui
作者:
张雄伟,赖国泉,,张乾翼
Zhang Xiongwei,Lai Guoquan,,Zhang Qianyi
作者简介:张雄伟,男,1992年生,汉族,甘肃临夏人,硕士,工程师,主要从事地质灾害勘察设计与研究工作。E-mail:1294851897@qq.com通讯作者:赖国泉,男,1982年生,汉族,甘肃永登人,硕士,高级工程师,主要从事地质灾害勘察设计与研究工作。E-mail:273085646@qq.com
通讯地址:
中铁西北科学研究院有限公司,甘肃兰州 730000
ChinaRailwayNorthwestResearchInstituteCo.,Ltd.,Lanzhou730000,Gansu,China
中图分类号:P642.22
doi:10.3969/j.issn.1007-2993.2024.04.015
出版物:岩土工程技术
收稿日期:2023-06-12
修回日期:2023-11-22
录用日期:2023-12-25
网络出版日期:2024-08-09
刊出日期:2024-08-09
关键词:牵引式,堆积层滑坡,深部位移监测,稳定性,整治措施
Key words:traction type,deposit slide,deep displacement monitoring,stability,remediation
文档包含图片数量:图片(9)张
文档包含表格数量:表格(3)个
参考文献:
[1]赵建磊, 王 涛, 梁昌玉, 等. 基于风化红层泥岩蠕变特性的滑坡时效变形分析—以天水雒堡村滑坡为例[J]. 中国地质灾害与防治学报,2023,34(1):30-39.
[2]郭富赟, 张龙生, 王 信, 等. 甘肃黑方台罗家坡滑坡演化过程及运动机制分析[J]. 中国地质灾害与防治学报,2023,34(2):11-20.
[3]徐张建, 林在贯, 张茂省. 中国黄土与黄土滑坡[J]. 岩石力学与工程学报,2007,26(7):1297-1312.
[4]吴玮江. 天水市滑坡泥石流灾害[J]. 水文地质工程地质,2003(5):75-78.
[5]田 尤, 杨为民, 刘 廷, 等. 天水锻压机床厂滑坡变形破坏机制及形成演化[J]. 地质力学学报,2015,21(2):298-308. doi: 10.3969/j.issn.1006-6616.2015.02.020
[6]田 尤, 杨为民, 黄 晓, 等. 天水市麦积区幅黄土滑坡发育分布特征及其孕灾因素分析[J]. 地质力学学报,2016,22(1):25-38. doi: 10.3969/j.issn.1006-6616.2016.01.003
[7]李 浩, 杨为民, 黄 晓, 等. 天水市麦积区税湾地震黄土滑坡特征及其形成机制[J]. 地质力学学报,2016,22(1):12-24.
[8]袁从华, 童志怡, 卢海峰. 牵引式滑坡特征及主被动加固比较分析[J]. 岩土力学,2008,29(10):2853-2858.
[9]龙 森, 刘 品, 单 法. 大型深层牵引式滑坡的处治方案研究[J]. 三峡大学学报(自然科学版),2018,40(4):43-47.
[10]张茂省, 李同录. 黄土滑坡诱发因素及其形成机理研究[J]. 工程地质学报,2011,19(4):530-540.
[11]宋利荐, 沈克金. 甘肃中东部地震滑坡灾害的机制与预防[J]. 高原地震,2007,19(3):50-53.
[12]辛存林, 杨国林, 赵志鹏, 等. 天水市北山黄土崩塌灾害特征、成因及防治[J]. 水土保持通报,2013,33(1):120-123.
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