单桩复合地基静载荷试验系统的设计与应用研究
摘要:复合地基是通过褥垫层的调整作用,充分发挥桩间土的承载作用,使桩土共同承担荷载的地基。基于复合地基的实际工况,设计了一种单桩复合地基静载荷试验系统,既体现了褥垫层的调整作用,又可测得复合地基中桩体、桩间土、复合地基的荷载与其相应的沉降,同时可得出复合地基受力过程中桩土荷载分配过程与桩土应力比,提示了复合地基工作机理。通过工程实例测试,探讨了复合地基的工作机制,为复合地基的科研、设计与检测提供了依据。
Abstract:In order to obtain the composite foundation practical work state, which acts by cushion adjusting and by pile and soil bearing load together, single pile composite foundation static loading testing set is designed. It is used to test composite foundation characteristic value of composite foundation bearing capacity, characteristic value of pile and characteristic value of soil in piles containing cushion. This set can obtain the settlements of pile, soil in piles, and composite foundation and load severally, and can make the results of distribution of load in piles and soil in piles under composite foundation load, and can acquire the pile-soil stress ratio, which displays working mechanism of composite foundation. At last, through the practical testing used single pile composite foundation static loading testing set, the composite foundation, pile and soil in piles working state are discussed respectively, which can be used practically in scientific research, practical design and technical testing of composite foundation.
中文标题：
单桩复合地基静载荷试验系统的设计与应用研究
The Design and Application of Single Pile Composite Foundation Static Loading Testing Set
作者：
巩天真1,常积玉1,韩鹏举2
Gong Tianzhen1,Chang Jiyu1,Han Pengju2
作者简介:巩天真,1957年生,男,汉族,山西和顺县人,硕士,教授,主要从事地基与基础工程方面的教学与研究。E-mail:gongtz01@163.com
通讯地址：
1. 山西大学工程学院, 山西太原 030013; 2. 太原理工大学, 山西太原 030024
1.EngineeringCollegeofShanxiUniversity,Taiyuan030013,Shanxi,China; 2.TaiyuanUniversityofTechnology,Taiyuan030024,Shanxi,China
中图分类号:TU413.4
doi:10.3969/j.issn.1007-2993.2011.01.001
出版物：岩土工程技术
收稿日期:2010-11-08
关键词:复合地基,褥垫层,作用机理,静载荷试验,桩土应力比
Key words:composite foundation,cushion,strengthening mechanism,static loading test,pile—soil stress ratio
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基金项目：
基金项目: 实用新型发明专利(ZL200620023468.3) 国家发明专利(ZL200610012379.3)
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