首页 | 本学科首页   官方微博 | 高级检索  
     

大直径泥质软岩嵌岩灌注桩的荷载传递性状
引用本文:刘松玉,季鹏,韦杰.大直径泥质软岩嵌岩灌注桩的荷载传递性状[J].岩土工程学报,1998,20(4):61-61.
作者姓名:刘松玉  季鹏  韦杰
作者单位:东南大学岩土工程研究所;江苏省建筑设计研究院;
摘    要:针对我国东部地区主要是南京地区采用的大直径泥质软岩灌注嵌岩桩的荷载传递性状进行了研究,在分析11个工程20根试桩的静载试验资料和实测应力资料的基础上,总结出泥质软岩嵌岩桩的荷载传递基本规律。

关 键 词:大直径灌注桩  软岩  荷载传递  

Load transfer behavior of large diameter cast in place pile embedded in soft rock
Liu Songyu,Ji Peng,Wei Jie.Load transfer behavior of large diameter cast in place pile embedded in soft rock[J].Chinese Journal of Geotechnical Engineering,1998,20(4):61-61.
Authors:Liu Songyu  Ji Peng  Wei Jie
Affiliation:Institute of Geotechnical Engineering Southeast University Nanjing 210096 Jiangsu Provincial Architectural Design Research Institute NanJing 210005
Abstract:The load transfer behavior of large diameter cast in place pile embedded in soft rock, which has been widely used in east China especialy in Nanjing city, is discussed in this paper. Based on static load test and in site stress measuring results of 20 piles of 11 high rise buildings, the load transfer law of such piles has been put forward.
Keywords:large diameter cast  in  place pile  soft rock  load transfer  
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
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