Feasibility of saline soil reinforced with treated wheat straw and lime

被引:60
作者
Li, Min [1 ]
Chai, Shou Xi [2 ]
Zhang, Hu Yuan [1 ]
Du, Hong Pu [3 ]
Wei, Li [2 ]
机构
[1] Lanzhou Univ, Minist Educ, Key Lab Mech Disaster & Environm Western China, Lanzhou 730000, Peoples R China
[2] Tianjin Inst Urban Construct, Tianjin Key Lab Soft Soil Characterist & Engn Env, Tianjin 300384, Peoples R China
[3] Hebei Univ Technol, Coll Civil Engn, Tianjin 300401, Peoples R China
基金
中国国家自然科学基金;
关键词
Reinforced soil; Anticorrosion; Maximum tension; Maximum elongation; Compaction; Strength; Wheat straw; SH agent; Lime; Saline soil; STRENGTH BEHAVIOR; FIBER;
D O I
10.1016/j.sandf.2012.02.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Saline soils in inshore areas have characteristics that are problematic to engineering such as salt expansion, dissolution and water absorption; therefore, these soils cannot meet the requirements of strength and anti-deformation in construction. A method of reinforcing saline soil with wheat straw and lime was investigated in this study. Specifically, the feasibility of using wheat straw treated with an SH (modified polyvinyl alcohol) agent as reinforcement and the compaction and strength of saline soil reinforced with wheat straw and lime were investigated. The results indicated that wheat straw treated with SH agent is suitable for use as a reinforced material owing to its higher corrosion resistance, tensile force and elongation. Additionally, reinforcement with wheat straw and lime was found to have a positive effect on the mechanical properties of soil. Reinforcement with wheat straw fiber enhanced the strength of soil during the early curing period and reduced the brittle failure problem associated with lime soil. Reinforcing soil with wheat straw and lime is an effective method for improving soil in the geotechnical field. 2012 The Japanese Geotechnical Society. Production and hosting by Elsevier B.V. All rights reserved.
引用
收藏
页码:228 / 238
页数:11
相关论文
共 25 条
  • [1] [Anonymous], 2008, AM J APPL SCI, DOI DOI 10.3844/ajassp.2008.209.220
  • [2] [Anonymous], 1989, 5589 BS
  • [3] [Anonymous], 2001, 50021 GB
  • [4] [Anonymous], 1999, 50123 GBT
  • [5] Ayyar T. S. R., 1988, P 1 IND GEOT C REINF, P11
  • [6] Strength and stiffness response of coir fiber-reinforced tropical soil
    Babu, G. L. Sivakumar
    Vasudevan, A. K.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2008, 20 (09) : 571 - 577
  • [7] Chai SX, 2007, ROCK SOIL MECH, V28, P1067
  • [8] Root tensile strength and root distribution of typical Mediterranean plant species and their contribution to soil shear strength
    De Baets, S.
    Poesen, J.
    Reubens, B.
    Wemans, K.
    De Baerdemaeker, J.
    Muys, B.
    [J]. PLANT AND SOIL, 2008, 305 (1-2) : 207 - 226
  • [9] DIAMOND S., 1965, HIGHWAY RES RECORD, P83
  • [10] A field application for lime stabilization
    Kavak, Aydin
    Akyarli, Adnan
    [J]. ENVIRONMENTAL GEOLOGY, 2007, 51 (06): : 987 - 997