典型文献
Experimental study of the bearing capacity of a drainage pipe pile under vacuum consolidation
文献摘要：
In this study, we propose a drainage pipe pile under vacuum consolidation to integrate foundation treatment and pile foundation engineering in soft soil areas. To study its bearing capacity characteristics and foundation treatment performance, single pile static load tests, vane shear tests, and water content tests were carried out for ordinary piles, perforated piles, and drainage pipe piles under conditions of static and vacuum consolidation. Based on the results, the concept of strong and weak reinforcement areas was proposed and used for bearing capacity prediction. The results showed that the drainage pipe pile did not become silted under vacuum consolidation. The single pile bearing capacity was much higher than that of an ordinary pile, and the pile side friction was exerted mainly in the middle and lower parts. Good results were achieved using the shear strength at the junction of the strong and weak reinforcement areas to estimate the ultimate bearing capacity of a single pile. This study provided important insights into the design and construction of drainage pipe piles in a soft soil foundation.
文献关键词：
中图分类号：
作者姓名：
Xiao-wu TANG;Wei-kang LIN;Yuan ZOU;Jia-xin LIANG;Wen-fang ZHAO
作者机构：
Research Center of Coastal and Urban Geotechnical Engineering,Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China;Engineering Research Center of Urban Underground Space Development of Zhejiang Province,Hangzhou 310058,China
文献出处：
引用格式：
[1]Xiao-wu TANG;Wei-kang LIN;Yuan ZOU;Jia-xin LIANG;Wen-fang ZHAO-.Experimental study of the bearing capacity of a drainage pipe pile under vacuum consolidation)[J].浙江大学学报（英文版）（A辑：应用物理和工程）,2022(08):639-651
A类：
silted
B类：
Experimental,study,bearing,capacity,drainage,pipe,under,vacuum,consolidation,In,this,integrate,foundation,treatment,engineering,soft,soil,areas,To,its,characteristics,performance,single,static,load,tests,vane,shear,water,content,were,carried,out,ordinary,piles,perforated,conditions,Based,results,concept,strong,weak,reinforcement,was,proposed,used,prediction,showed,that,did,not,become,much,higher,than,side,friction,exerted,mainly,middle,lower,parts,Good,achieved,using,strength,junction,estimate,ultimate,This,provided,important,insights,into,design,construction
AB值：
0.441779
相似文献
机标中图分类号，由域田数据科技根据网络公开资料自动分析生成，仅供学习研究参考。
