复合材料土钉受力机制及数值分析
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
介绍了复合材料土钉的特点:高比强、可设计性、廉价性、环保性等,并制作了直径为21mm的杆体,进行了抗拉试验,总结了拉挤杆体的一些特性;并用有限元对钢筋土钉、复合材料土钉和预应力复合材料土钉3种支护基坑的变形与破坏进行了对比分析,结果表明:(1)复合材料支护基坑的变形与钢筋土钉、预应力复合材料土钉支护基坑的变形区别很大;(2)在深度小于10m的基坑,预应力复合材料土钉与钢筋土钉支护基坑的变形接近。(3)3种支护方式的基坑沉降位移的区别不大。
Composite material soil-nail,a new kind of bar made of fiberglass and epoxy resin,is used as substitute for general steel soil-nail in foundation pit supporting.It shows a variety of properties: high strength,flexibility of designing,cheapness and environmental protection.Samples with a diameter of 21 mm are made;and tension tests are carried out with these samples.Some important characters are observed from the tension tests.The finite element method is then used to analyze and contrast the deformation and failure of foundation pits supported separately by general steel soil-nail,composite material soil-nail and prestressed composite material soil-nail.Three results are revealed:(1) Difference is obvious among the deformation of pits supported by composite material soil-nail,general steel soil-nail and prestressed composite material soil-nail;(2) The deformation of pit supported by prestressed composite material soil-nail is near to the deformation of the pit supported by general steel soil-nail when depth of pit is 10 m or less;(3) The settlement have no much difference when the pits are supported separately by composite material soil-nail,general steel soil-nail and prestressed composite material soil-nail.
引文
[1]茅人杰,孙国钧,周国阳.玻纤/环氧复合树脂力学性能和界面参数的实验研究[J].玻璃钢/复合材科,1996,(3):3-7.
    [2]柏晓光,郭淑齐.玻璃纤维成份对复合材科耐腐蚀性能的影响[J].纤维复合材料,1998,15(3):21-25.
    [3]秦四清,王建党.土钉支护机理与优化设计[M].北京:地质出版社,1999.
    [4]秦四清.深基坑工程优化设计[M].北京:地震出版社,1998.
    [5]李志刚,任佰俪,秦四清.高压注浆土钉特性及应用[J].岩石力学与工程学报,2004,23(9):1 564-1 567.LI Zhi-gang,REN Bai-li,QIN Si-qing.Characteristics and applications of high-pressure grouting soil nailing[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(9):1 564-1 567.
    [6]李志刚,秦四清,张冰峰.土钉支护现场测试及三维数值模拟分析[J].工程地质学报,2004,12(1):69-73.LI Zhi-gang,QIN Si-qing,ZHANG Bin-feng.In-situ test and three-dimensional simulation analysis of soil nailing support[J].Journal of Engineering Geology,2004,12(1):69-73.
    [7]孙珍茂,刘祖德.土钉内力分布初探[J].建筑技术开发,2003,30(11):24-26.SUN Zhen-mao,LIU Zu-de.Basic research on the internal force distribution of soil nail[J].Building Technology Development,2003,30(11):24-26.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心