长江科学院院报 ›› 2008, Vol. 25 ›› Issue (4): 60-62.

• 岩土工程 • 上一篇    下一篇

加筋纤维膨胀土的试验研究

 张小平, 施斌   

  • 出版日期:2008-08-01 发布日期:2012-03-05

Experimental Study on Reinforced Fiber Expansive Soil

 ZHANG  Xiao-Ping, SHI  Bin   

  • Online:2008-08-01 Published:2012-03-05

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

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, stress-strain, 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 fiber content, but the stressdrop will greatly decrease as the damageof the soil; fiber expansion soil’s ?cohesion will increase but internal friction angle will decrease as the fiber content increase, but when the content is added to a certain extent, the former will decrease and the latter will increase.