›› 2017, Vol. 38 ›› Issue (2): 349-353.doi: 10.16285/j.rsm.2017.02.006

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Strength of expansive soil reinforced by polypropylene fiber under optimal water content

DENG You-sheng1, 2, WU Peng2, ZHAO Ming-hua3, DUAN Bang-zheng2   

  1. 1. School of Civil Engineering & Architecture, Xi'an University of Science and Technology, Xi'an, Shaanxi 710054, China; 2. School of Civil Engineering & Architecture, Hubei University of Technology, Wuhan, Hubei 430068, China; 3. Institute of Geotechnical Engineering, Hunan University, Changsha, Hunan 410082, China
  • Received:2015-05-07 Online:2017-02-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51378182).

Abstract: Many experiments are carried out to study strength of expansive soil reinforced by polypropylene fiber with different lengths and weight ratios of fiber to dry soil (0.0%, 0.1%, 0.2%, 0.3% and 0.4%), respectively. The results show that the shear strength of expansive soil is enhanced significantly by adding fiber, and the unconfined compressive strength increases dramatically with the increase of fiber contents. While the fiber content exceeds the optimal content 0.3%, the unconfined compressive strength and the shear strength all decrease. Under the condition of the same fiber content, the strength of expansive soil also increases significantly with the increase of fiber length. Polypropylene fiber can also improve the peak strength and fracture toughness of expansive soil, delay the destruction of expansive soil. The study results provide a useful method for improvement of expansive soil.

Key words: optimal water content, expansive soils, polypropylene fiber, shear strength, unconfined compressive strength

CLC Number: 

  • TU 443

[1] LIU Jie, YANG Yu-hua, YAO Hai-lin, LU Zheng, YUE Chan, . Experimental study on treatment of dispersive clay based on different modification methods [J]. Rock and Soil Mechanics, 2020, 41(S1): 163-170.
[2] ZOU Xian-jian, WANG Yi-teng , WANG Chuan-ying, . Three-dimensional morphological feature of rock structural surfaces and dominant anti-slip direction using the borehole images [J]. Rock and Soil Mechanics, 2020, 41(S1): 290-298.
[3] YU Lu, YANG Qing, YANG Gang, ZHANG Jin-li. Analysis of the resistance of elliptical tip of torpedo anchor by plastic limit analysis [J]. Rock and Soil Mechanics, 2020, 41(6): 1953-1962.
[4] LI Min, MENG De-jiao, YAO Xin-yu, . Optimization of requirement for two kinds of ash solidified materials used in oil contaminated saline soil considering temperature sensitivity [J]. Rock and Soil Mechanics, 2020, 41(4): 1203-1210.
[5] LIU Jian-min, QIU Yue, GUO Ting-ting, SONG Wen-zhi, GU Chuan, . Comparative experimental study on static shear strength and postcyclic strength of saturated silty clay [J]. Rock and Soil Mechanics, 2020, 41(3): 773-780.
[6] FAN Ke-wei, LIU Si-hong, LIAO Jie, FANG Bin-xin, WANG Jian-lei, . Experimental study on shearing characteristics of pebbles-filled soilbags [J]. Rock and Soil Mechanics, 2020, 41(2): 477-484.
[7] TU Yuan, WANG Kui-hua, ZHOU Jian, HU An-feng, . Application of effective stress method and effective consolidation stress method for strength calculation in preloading ground [J]. Rock and Soil Mechanics, 2020, 41(2): 645-654.
[8] LI Xiao-gang, ZHU Chang-qi, CUI Xiang, ZHANG Po-yu, WANG Rui, . Experimental study of triaxial shear characteristics of carbonate mixed sand [J]. Rock and Soil Mechanics, 2020, 41(1): 123-131.
[9] ZHANG Chen-yang, CHEN Min, HU Ming-jian, WANG Xin-zhi, TANG Jian-jian, . Effect of fine particles content on shear strength of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(S1): 195-202.
[10] WANG Huan, CHEN Qun, WANG Hong-xin, ZHANG Wen-ju, . Triaxial tests on fly ash with different compaction and matric suction [J]. Rock and Soil Mechanics, 2019, 40(S1): 224-230.
[11] GAO Yun-chang, GAO Meng, YIN Shi, . Experiments on static characteristics of sea sand solidified by polyurethane [J]. Rock and Soil Mechanics, 2019, 40(S1): 231-236.
[12] LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Experimental study of ageing effect on mechanical properties of Nanyang undisturbed expansive soil [J]. Rock and Soil Mechanics, 2019, 40(8): 2947-2955.
[13] SHEN Tai-yu, WANG Shi-ji, XUE Le, LI Xian, HE Bing-hui, . An experimental study of sandy clayey purple soil enhanced through microbial-induced calcite precipitation [J]. Rock and Soil Mechanics, 2019, 40(8): 3115-3124.
[14] LI Shu-zhao, WANG Zhong-chang, JIA Xu, HE Lin-lin, . Simplified calculation method for cyclic bearing capacity of suction anchors with taut mooring in soft clay [J]. Rock and Soil Mechanics, 2019, 40(5): 1704-1712.
[15] ZHOU Xiao-wen, CHENG Li, ZHOU Mi, WANG Qi, . Behavior of ball penetration in clay in centrifuge testing [J]. Rock and Soil Mechanics, 2019, 40(5): 1713-1720.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!