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加筋纤维膨胀土的试验研究
引用本文:张小平,施斌.加筋纤维膨胀土的试验研究[J].长江科学院院报,2008,25(4):60-62.
作者姓名:张小平  施斌
作者单位:南京航空航天大学土木工程系,南京,210016;南京大学地球科学系,南京,210098
摘    要:为了研究加筋纤维对膨胀土胀缩性及力学性能的影响,进行了大量的室内试验,研究了纤维的含量对膨胀土的胀缩性、压缩性、应力应变曲线及抗剪性的关系。研究表明:膨胀土的收缩性随纤维含量的增加而显著降低;纤维膨胀土的应力应变曲线随纤维含量的增加,破坏时的极限应变增大,破坏后的应力降大大减小;纤维膨胀土随纤维含量的增加,其内聚力增加而内摩擦角减小,当纤维含量增加到一定程度时,内摩擦角增大,而内聚力减小。

关 键 词:加筋纤维  膨胀土  试验研究  

Experimental Study on Reinforced Fiber Expansive Soil
ZHANG Xiao-ping,SHI Bin.Experimental Study on Reinforced Fiber Expansive Soil[J].Journal of Yangtze River Scientific Research Institute,2008,25(4):60-62.
Authors:ZHANG Xiao-ping  SHI Bin
Affiliation:ZHANG Xiao-ping1,SHI Bin2(1.Nanjing University of Aeronautics , Astronautics,Department of Civil Engineering,Nanjing210016,China,2.Department of Earth Science,Nanjing University,Nanjing 210098,China)
Abstract:For grasping the impact of reinforced fiber on swell-shrinking property and other mechanics performances of expansive soil,a great deal of indoor experiments are conducted to study various relationships among fiber content and other mechanics performances,i.e.swell-shrinking property,compressibility,stressstrain,and shearing strength.The study results show as follows: The swell-shrinking property apparently decreases with the increase of fiber content;the limiting strain will increase with the increase of f...
Keywords:Reinforced fiber  expansive soil  experiment study  
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