摘要
场地地质条件、地震波测试及动态参数分析是核电工程场地可行性研究的重要内容。通过对区域地质特征、场地地质条件、野外钻探取样及室内试验结果分析,对江苏田湾核电站工程场地主要建筑物分布地段进行了8个钻孔的现场及室内单孔波速测试,利用测得的岩体剪切波和压缩波测试数据和测得的岩石重度,计算场地岩体的动态参数,建立波速与岩体完整性、风化等级之间的关系,并对岩体的完整性与风化等级进行了评价。结果表明,绿泥石片岩是场地的软弱夹层,虽然其规模有限,对场地不构成威胁,但要进行加固处理。所得结果可为核电工程抗震设计提供必需的参数和科学依据。
The geological condition,seismic wave test and dynamic parameter analysis are the important contents of feasibility research of the site of a nuclear power. According to the analysis of regional geological characteristics,the field geological condition,the field drill sampling and the test results of lab,single-hole seismic wave test in the field and lab are carried out for 8 holes in the main architectural zone of Tianwan Nuclear Power station project in Jiangshu Prwince,and the dynamic parameters of rock mass in the field are btained using shear wave and compression wave combined with the gravity of the rock mass. The relationship is built up among wave velocity,integrality and weathering degree of rock-mass,and the integrality and weathering degree of rock mass are also evaluated. This paper provides parameters and scientific basis for the aseismic design of the nuclear power station.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第13期2220-2224,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国家"九五"和"十五"规划重点建设项目资助课题。
关键词
核电工程
地震波测试
动态参数
岩体风化等级
抗震设计
岩体剪切波
nuclear power engineering,seismic wave test,dynamic parameters,weathering degree of rock mass,aseismic design
