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断层上覆土体破裂的离心试验模型参数设计及应用 被引量:4

Design and application of model parameters for centrifugal test of overlying soil rupture caused by fault
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摘要 强震发震断层引起的上覆土层变形及地表破裂是工程场地评价中备受关注的问题之一。本文基于土工离心模型试验,通过自行设计的模型试验参数和自行研制的断层错动模拟装置,在100g离心加速度下成功地模拟了逆断层的错动过程,研究了基岩面以上厚度约为40 m、含水量为6%的砂土地表变形演化过程和内部变形特征。试验研究表明,在地表开始产生隆起变形之前有较短暂的整体抬升阶段;土体内部先后产生两条破裂面,向上扩展的同时均向下盘方向弯曲,最终贯通地表的为后产生的第二条破裂面,且第二条破裂面始于底部偏上盘一侧。此外,结合线激光位移传感器获取的高精数据,分析给出地表变形演化规律,地表开始隆起时所需的临界位错量,地表变形影响区域和地表陡坎平移规律。上述研究成果为进一步认识逆断层错动下较厚土层的变形规律提供参考。 The surface rupture and soil deformation caused by strong earthquakes is one of the most con⁃cerned issues in construction projects.In this paper,the geotechnical centrifuge test was used to successful⁃ly simulate the fault process of the reverse fault at 100g through the self-developed device.The surface de⁃formation evolution process and characteristics are obtained with the thickness of 40m and a water content of 6%are studied.The results show that there is a short overall uplift stage before the surface begins to produce uplift deformation with the increase of bedrock dislocation.There are two fracture surfaces in the soil,and both of them bend towards the footwall while expanding upward,finally,it is the second fracture plane that outcropped to the ground surface,and the second fracture plane started at the bottom of the hanging wall.In addition,combining with the high precision data obtained by the linear laser displacement sensor,the evolution law of surface deformation,the critical dislocation when the surface begins to uplift,the affected region of surface deformation and the translational law of surface scarp are analyzed.The above research results can provide some references for further understanding of the deformation law of the thicker soil layer under reverse fault movement.
作者 沈超 薄景山 张雪东 黄静宜 梁建辉 SHEN Chao;BO Jingshan;ZHANG Xuedong;HUANG Jingyi;LIANG Jianhui(Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;Institute of Disaster Prevention,Key Laboratory of Building Collapse Mechanism and Disaster Prevention,China Earthquake Administration,Sanhe 065201,China;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research,Beijing 100038,China)
出处 《水利学报》 EI CSCD 北大核心 2020年第5期569-579,588,共12页 Journal of Hydraulic Engineering
基金 中国地震局城市活断层探测与地震危险性评价项目子课题(20180004) 国家自然科学基金项目(U1939209) 廊坊市科技支撑计划项目(2017013159)。
关键词 离心模型试验 逆断层 上覆土层 地表破裂 centrifuge model test reverse fault overlaying soil surface rupture
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