基础理论与实验研究

条形基础下水平布置纤维增强聚合物筋材地基试验研究

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  • 东北农业大学 水利与建筑学院,黑龙江 哈尔滨 150030
白崇喜,男,1981年生,博士,副教授,主要从事软土地基处理技术方面的教学及研究工作

收稿日期: 2014-04-30

  网络出版日期: 2018-06-13

基金资助

黑龙江省博士后资助经费项目(No. LBH-Z12043);东北农业大学博士启动基金项目(No. 2012RCB33)。

An experimental study of strip foundation on the grounds reinforced with horizontal FRP

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  • School of Water Conservancy and Building, Northeast Agricultural University, Harbin, Heilongjiang 150030, China

Received date: 2014-04-30

  Online published: 2018-06-13

本文引用格式

白崇喜,张中昊,邵新妍 . 条形基础下水平布置纤维增强聚合物筋材地基试验研究[J]. 岩土力学, 2015 , 36(4) : 953 -957 . DOI: 10.16285/j.rsm.2015.04.006

Abstract

Fiber reinforced polymer (FRP) has good performance such as corrosive resistance, water resistance, high temperature resistance, high strength, high elastic modulus, light weight and so on. FRP materials can be used to enhance reinforcement effects significantly and improve durability of traditional reinforcements. A series of tests was conducted on pure sand and five types of horizontal reinforcement. Settlement, FRP strain and earth pressure were measured under different load levels, and the mechanism of FRP reinforcement was discussed. The testing results show that reinforcement can significantly improve the bearing capacity of the ground and reduce the settlement of foundation. In particular, the effect of double-layered horizontal reinforcement is pronounced, while the influence of anchor installation on the reinforcement is insignificant, and the horizontal FRP reinforcement mainly contributes to distributing the earth pressure.

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