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

竖向管式格栅加筋碎石桩承载力计算方法
引用本文:高明军,刘汉龙,丁选明,高有斌.竖向管式格栅加筋碎石桩承载力计算方法[J].解放军理工大学学报,2011,0(6):649-653.
作者姓名:高明军  刘汉龙  丁选明  高有斌
作者单位:1.河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京210098; 2.河海大学 岩土工程科学研究所, 江苏 南京 210098; 3. 河海大学 水资源高效利用与工程安全国家工程研究中心,江苏 南京210098
基金项目:江苏省自然科学基金资助项目(BK2008040).
摘    要:为了研究竖向管式格栅加筋碎石桩承载力的计算方法,根据其受力特性,提出可能发生破坏的3种模式:桩顶鼓出破坏、格栅套筒下方碎石桩鼓出破坏和桩端刺入破坏.基于Brauns的计算方法,给出了桩顶鼓出破坏模式的承载力计算公式,推导出了格栅套筒下方碎石桩鼓出破坏模式的单桩极限承载力的理论计算方法,给出了根据格栅抗拉强度来判断破坏模...

关 键 词:复合地基  承载力  土工格栅  管式格栅碎石桩
收稿时间:2009-03-11
修稿时间:2009-03-11.

Calculation method of ultimate bearing capacity of gravel pile reinforced with tube geogrids
GAO Ming-jun,LIU Han-long,DING Xuan-ming and GAO You-bin.Calculation method of ultimate bearing capacity of gravel pile reinforced with tube geogrids[J].Journal of PLA University of Science and Technology(Natural Science Edition),2011,0(6):649-653.
Authors:GAO Ming-jun  LIU Han-long  DING Xuan-ming and GAO You-bin
Institution:1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098,China; 2.Geotechnical Research Institute, Hohai University, Nanjing 21098,China; 3. National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China
Abstract:According to mechanical characteristics, the three failure modes that may occur includes pile head bellying, bellying failure of gravel below tube geogrids and penetration failure of pile bottom. Based on the method of Brauns, the bearing capacity formula of pile head bellying mode was put forward. In addition, the bearing capacity calculation method of the mode of bellying failure of gravel below tube geogrids was also deduced. The calculational formula to estimate the failure mode by tensile strength of geogrids was put forward. The conclusion is proved by the results of the field experiment.
Keywords:composite foundation  bearing capacity  geogrids  gravel pile reinforced with tube geogrids
点击此处可从《解放军理工大学学报》浏览原始摘要信息
点击此处可从《解放军理工大学学报》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