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地表土层破裂形态数值模拟

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断层活动引起的地面破裂位错是造成跨断层土木工程结构破坏的主因.近年来对断层破裂引起的地表破坏形态研究已经取得了较多的关注,然而大部分研究重点放在了倾滑断层上,对走滑断层、拉伸型断层以及挤压型断层的研究却少有报道.基于此,通过有限元方法对三种断层破裂错动后的土层地表形态进行数值模拟研究,重点探讨断层倾角以及土层厚度两个因素的影响,提取地表纵向变形、地表变形影响区宽度与位置、地表位错量、地表隆起区宽度以及地表隆起高度等关键工程参数.结果表明,随着断层倾角的减小,地表土层变形影响区的位置会向被动盘靠近,隆起区宽度和隆起高度也相应增大.受建模边界条件的影响,地表位错量呈边缘大中间小的分布情况.此外,还总结了土层厚度对相关参数的影响.
Numerical simulation of surface soil rupture pattern
The main cause of structural damage in civil engineering across faults is ground rupture resulting from fault activity.In recent years,considerable attention has been given to the study of surface damage caused by fault rupture.However,most of the research has focused on dip-slip faults,with limited reports on strik-slip faults,tensile faults,and compressional faults.There-fore,numerical simulations were conducted using the finite element method to investigate the surface morphology of three types of fault ruptures.The study focused on the influences of fac-tors such as the fault dip angle,soil layer thickness,and key engineering parameters,including longitudinal surface deformation,the width and location of the surface deformation zone,surface offset,and the width and height of the surface uplift.Results indicate that as the fault dip angle decreases,the surface deformation zone moves closer to the hanging wall,and the width and height of the uplifted zone increase accordingly.The distribution of fault surface offset is influ-enced by the modeling boundary conditions,with larger values at the edges and smaller values at the center.Additionally,the study summarized the impact of soil layer thickness on the relevant parameters.

numerical modelsurface morphologystrike-slip rupturetensile rupturecompres-sional rupture

徐龙军、彭龙强、谢礼立

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江汉大学精细爆破国家重点实验室,湖北武汉 430056

中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江哈尔滨 150080

地震灾害防治应急管理部重点实验室,黑龙江哈尔滨 150080

数值模型 地表形态 走滑破裂 拉伸型破裂 挤压型破裂

2025

地震工程学报
中国地震局兰州地震研究所,中国地震学会,清华大学,中国土木工程学会

地震工程学报

北大核心
影响因子:1.191
ISSN:1000-0844
年,卷(期):2025.47(1)