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作 者:唐东旗[1] 彭建兵[2] 姚秀芳[1] 张焕芳[1] 徐进[1]
机构地区:[1]许昌学院土木工程学院,河南许昌461000 [2]长安大学地质工程与测绘学院,陕西西安710054
出 处:《矿产与地质》2017年第2期403-407,共5页Mineral Resources and Geology
基 金:河南省高等学校重点科研项目(16A410003);许昌市科技局基础与前沿项目(1604008);国家自然科学基金重点项目(41130753)共同资助
摘 要:近年来,黄土高原地区由于工程开挖活动的不断加剧,引起工程性的灾难性黄土滑坡不断增加,而对开挖引起黄土滑坡的发育规律与特征认识不清。为此,在野外调研的基础上,对典型工程开挖所引起的黄土滑坡,分别从滑坡的分布特征、后壁特征、坡高对滑坡产生的影响以及滑坡后缘裂缝特征进行数学统计分析,结果表明:(1)在分布上分别具有:地貌的选择性、地层的选择性、条带状分布特征;(2)在开挖方式上表现为快速开挖和蠕动开挖;(3)滑坡后壁陡坎高度受上层马兰黄土厚度控制,其后缘裂缝的发育呈"雁羽式"和"双耳"状特征,对后缘演化机制进行了探讨。In recent years,with the engineering excavation activities increase in loess plateau,disastrous loess landslide caused by engineering works also increase.It also resulted in misunderstanding of regularities and characteristics of the development of loess landslide.In order to solve this problem,on the basis of field investigation,the paper conducted statistical analysis on loess landslide caused by typical engineering works from aspects of distribution characteristics,backwall characteristics,effect of slope height on landslide,and characteristics of fissures of landslide rear edge.Results indicated that:(1)the distribution was characterized by selectivity of landform,selectivity of formation and banding;(2)the methods of excavation included fast excavation and creep excavation;(3)the scarp height of landslide backwall was controlled by thickness of upper Malan loess,and the fissures in the rear edge occurred as"goose feather"or"binaural"in form.The paper also discussed the evolution mechanism of rear edge.
关 键 词:工程开挖 黄土滑坡 分布特征 后壁特征 坡高 后缘裂缝
分 类 号:P642.22[天文地球—工程地质学]
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