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


Discussion on bearing capacity of soft rock ground based on in situ load test
Authors:Gao Wenhu  Zhu Jianqun  Huang Ziyong  Liu Dong
Institution:Department of Geotechnical Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
Abstract:The suitability of five methods was discussed here, taking the typical results from in situ load test of Renshou Mansion and Caifu Plaza in Yueyang City for example. It shows that bearing capacity can be obtained by the proportion load and limit load from p s curve with the first and the second point of contraflexure easily.It is recommended that the accurate value of bearing capacity can be obtained by hyperbola fitting method and minimum curvature radius method theoretically. The rebound method is clear in principle, in which the elastoplasticity characteristic is thought about. Out of consideration for the unsteadiness and unobviousness of bearing capacity from relative settlement method, it can be only adopted as reference. So bearing capacity of soft rock ground should be determined by weathering condition of soft rock and curve type.
Keywords:rock mechanics  soft rock  bearing capacity of ground  in situ load test of rock ground  characteristic curve
点击此处可从《工程科学》浏览原始摘要信息
点击此处可从《工程科学》下载免费的PDF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