首页 | 本学科首页   官方微博 | 高级检索  
     检索      

东营新北油田海底土类动力特性的试验研究
引用本文:杨传成,蔡文霞,蔡连友,王津津.东营新北油田海底土类动力特性的试验研究[J].防灾科技学院学报,2011,13(3):9-14.
作者姓名:杨传成  蔡文霞  蔡连友  王津津
作者单位:山东省地震局,山东济南,250014
基金项目:地震动力学国家重点实验室开放基金,活断层填图项目
摘    要:土的动剪切模量、阻尼比是土动力特性的主要指标,是研究重大工程场地设计地震动参数的基础性资料。本文结合东营新北油田项目工程场地地震安全性评价工作,采用北京市新技术研究所生产的DDS-70动三轴试验系统,对新北油田工程场地的淤泥质粘性土、粉质粘土、粉土和粉砂进行了动剪切模量和阻尼比的试验研究。同时将实验结果与国内其他研究成...

关 键 词:动剪切模量  阻尼比  动三轴试验

Experimental Study on Dynamic Parameters of Seafloor Soil in the Dongying Xinbei Oil Field
Yang Chuancheng,,Cai Wenxia,Cai Lianyou,Wang Jinjin.Experimental Study on Dynamic Parameters of Seafloor Soil in the Dongying Xinbei Oil Field[J].Journal of Institute of Disaster-prevention Science and Technology,2011,13(3):9-14.
Authors:Yang Chuancheng      Cai Wenxia  Cai Lianyou  Wang Jinjin
Institution:Yang Chuancheng1,2,3,Cai Wenxia1,Cai Lianyou1,Wang Jinjin1,2
Abstract:The dynamic shear modulus and damping ratio of soil are two principle parameters of soil dynamic characteristics.They are the foundational data in designing ground motion parameter for important project's site.Combined with the seismic safety evaluation work of Xinbei Oil Field Project,Using DDS-70 dynamic triaxial test system produced by the Institute of Beijing New Technology,we carried out dynamic modulus and damping ratio study on muddy clay,silty clay,silt and sand soil.The experimental result was compared to other relevant study result.The accumulated basic data and method of this study can provide reference for the seismic safety evaluation of the related marine construction projects close to the study area.
Keywords:dynamic shear modulus  damping ratio  dynamic triaxial test
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号