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不同排水条件加筋红土三轴试验研究
引用本文:黄英,符必昌,金克盛,龚羊庆,李琴书.不同排水条件加筋红土三轴试验研究[J].昆明理工大学学报(理工版),2006,31(1):56-60.
作者姓名:黄英  符必昌  金克盛  龚羊庆  李琴书
作者单位:昆明理工大学,电力工程学院,云南,昆明,650051
基金项目:中国科学院资助项目;云南省自然科学基金;云南省教育厅资助项目
摘    要:以玻璃纤维和土工布作为加筋材料,对比研究红土在三种不同排水条件下加筋前后的抗剪强度特性.三轴试验结果表明:红土在完全固结排水条件下剪切,加筋能提高其抗剪强度,加筋层数越多,强度提高越大;在固结不排水条件下剪切,当加筋层数较少时,加筋后其抗剪强度反而比不加筋时降低,但随着加筋间距的减小,抗剪强度逐渐增大;而在完全不固结不排水条件下剪切,加筋降低其抗剪强度,且抗剪强度随围压的增大而减小.说明红土在不排水条件下加筋应慎重考虑.

关 键 词:加筋土  三轴试验  排水条件  抗剪强度  土工合成材料
文章编号:1007-855X(2006)01-0056-05
收稿时间:2005-03-11
修稿时间:2005年3月11日

Experimental Tri- Axial Research of Reinforced Laterite in Different Drainage Conditions
HUANG Ying,FU Bi-chang,JIN Ke-sheng,GONG Yang-qing,LI Qin-shu.Experimental Tri- Axial Research of Reinforced Laterite in Different Drainage Conditions[J].Journal of Kunming University of Science and Technology(Natural Science Edition),2006,31(1):56-60.
Authors:HUANG Ying  FU Bi-chang  JIN Ke-sheng  GONG Yang-qing  LI Qin-shu
Affiliation:Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650051, China
Abstract:In order to understand the shear properties of reinforced laterite,fiber and geotextile are used as materials to reinforce laterite in the tests under three drainage conditions.The result is as follows.When consolidated and drained,the reinforced laterite has higher shear strengths;when consolidated but un-drained,it has lower shear strengths compared with the one un-reinforced,but whose strength is increasing if more materials are added;when unconsolidated and un-drained,it definitely demonstrates lower shear strengths even though the confining compress is increasing.So a careful thought should be given to reinforcing laterite under un-drained conditions.
Keywords:reinforced soil  tri-axial test  drainage condition  shear strength  geosynthetics
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