摘要
依据工程场地的地震安全性评价原则,对湖北十堰地区工程场地的地震动效应展开研究.首先,统计分析了十堰市地震情况,再对拟建工程区域稳定性、地震及勘探孔进行剪切波速测试,按照土层平均剪切波速的计算方法,对沿线各构造物分段按最不利条件进行计算,根据计算结果划分道路场地土类型和建筑场地类别.根据建筑场地抗震设防烈度,对拟建工程区域进行建筑抗震地段划分,最后得出地基土的地震液化及地震稳定性评价结果.
Based on the principles of seismic safety evaluation of the engineering site,this paper conducts a study on the ground motion effects of the engineering site in Shiyan,Hubei.The seismic situation of Shiyan City is statistically analyzed,the stability of the proposed project area,the shear wave velocity of earthquake and exploration holes are tested,and the engineering geological situation of the proposed area is analyzed.For the structures along the road line,the soil type of road site and the category of construction site shall be calculated according to the most unfavorable conditions.According to the seismic fortification intensity of the construction site,the seismic sections of the proposed project area are divided,and finally the seismic liquefaction and seismic stability evaluation of the foundation soil are obtained.
作者
董波
凌建祥
袁玲
张伟
Dong Bo;LING Jianxiang;YUAN Ling;ZHANG Wei(Bengbu Architectural Design and Research Institute Group Co.,Ltd,Bengbu,Anhui 233000;School of Architecture,Anhui Science and Technology University,Bengbu,Anhui 233030)
出处
《现代工程科技》
2023年第6期89-92,共4页
Modern Engineering Technology
基金
安徽省高校自然科学研究项目:多目标用途导向下的采煤塌陷地整治研究(KJ2021A0860)
安徽省住房和城乡建设厅项目:装配式混凝土框架结构套筒灌浆连接改进技术研究(2021-YF04)
安徽科技学院校级科研项目:乡村振兴背景下农村窄路基路面加宽改造研究(2021zryb14)。
关键词
道路工程
地震效应
稳定性
地震液化
road engineering
seismic effect
stability
seismic liquefaction