Open Access Article
Engineering Construction & Innovation DOI: .
*通讯作者: 无
发布时间: 2026-07-15 总浏览量: 2
地震频发区的工程地质稳定性研究有很高的学术价值和很强的实用性。采用系统化的地质构造调查、岩土体物理 力学性质分析以及多手段协同的地球物理勘查方法,获得基础数据,再用数值模拟技术和综合评价模型对地震作用下 区域工程地质响应特征及风险等级进行探讨。研究结果意在给地震活跃区的基础设施规划、抗震设防赋予科学根基, 并加强地质灾害防治水平,保证有关工程建设项目安全可靠且长久有效。
The study of engineering geological stability in earthquake-prone areas has high academic value and strong practical significance. Through systematic geological structure investigation, analysis of the physical and mechanical properties of rock and soil masses, and multi-method collaborative geophysical exploration, basic data are obtained. Numerical simulation technology and comprehensive evaluation models are then used to explore the response characteristics and risk levels of regional engineering geology under seismic action. The research results aim to provide a scientific basis for infrastructure planning and seismic fortification in seismically active areas, improve the level of geological disaster prevention and control, and ensure the safety, reliability, and long-term effectiveness of related engineering construction projects.
[1]范文龙,苏力坦·玉散,李桂荣,等.基于灰色关联法的地震活动与地质因素关联性分析[J].内陆地震,2025,39(4):337-345.
[2]侯继武.地震活动区工程地质勘察与场地效应分析[C]//北京市朝阳区国际绿色经济协会.全球绿色经济发展论坛——低碳建筑工程与技术管理论文集2025年(上).[出版者不详],2025:47-49.
[3]巴振宁,王垚,李东桥,等.跨活动断层隧道地震响应研究:进展与展望[J/OL].防灾减灾工程学报,1-21[2026-06-04].
[4]王凤莲,穿越活动地震断裂带地铁工程抗震设防施工关键技术研究.山西省,太原轨道交通集团有限公司,2024-11-19.
[5]赵天次.活动断层位错与地震动共同作用的隧道工程反应与损伤分析方法研究[D].北京交通大学,2022.