Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman

被引:313
|
作者
Al-Rawas, AA
Hago, AW
Al-Sarmi, H
机构
[1] Sultan Qaboos Univ, Dept Civil & Architectural Engn, Muscat, Oman
[2] Sultan Qaboos Univ, Dept Tech Affairs, Muscat, Oman
关键词
expansive soil; stabilization; lime; cement; Sarooj; swelling potential;
D O I
10.1016/j.buildenv.2004.08.028
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, Al-Khod (town in northern Oman) expansive soil was stabilized using lime, cement, combinations of lime and cement, Sarooj (artificial pozzolan) and heat treatment. Initially, the chemical and physical properties of the untreated soil were determined. Then the soil was mixed with lime, cement and Sarooj (produced from Bilad Seet, a town in northern Oman) at 3%, 6% and 9% by dry weight of soil. Fixed percentages of lime (3% and 5%), plus different percentages of cement were also mixed with the soil. The physical results of the treated samples were determined. The untreated soil values were used as control points for comparison purposes. It was found that with the addition of 6% lime, both the swell percent and swell pressure reduced to zero. Heat treatment reduced swelling potential to zero. The use of lime showed superior results when compared with the other stabilizers. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:681 / 687
页数:7
相关论文
共 50 条
  • [21] Effect of Lime Stabilized Soil Cushion on Strength Behaviour of Expansive Soil
    Sahoo, Jagadish Prasad
    Pradhan, Pradip Kumar
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2010, 28 (06) : 889 - 897
  • [22] Effect of Sulfuric Acid on Swelling Behavior of an Expansive Soil
    Sivapullaiah, P. V.
    Prasad, B. Guru
    Allam, M. M.
    SOIL & SEDIMENT CONTAMINATION, 2009, 18 (02): : 121 - 135
  • [23] Effect of swelling on the shear strength behaviour of expansive soil
    Al-Obaydi, Moataz A.
    Al-Kiki, Ibrahim M.
    Aldaood, Abdulrahman H.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (08) : 1051 - 1059
  • [24] Swelling Behavior Evaluation of a Lime-Treated Expansive Soil through Centrifuge Test
    Reyes Martinez Belchior, Ingrid Milena
    Casagrande, Michele Dal Toe
    Zornberg, Jorge Gabriel
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2017, 29 (12)
  • [25] Evaluation of Swelling Behaviour and Soil Water Characteristic Curve of Bagasse Fibre and Lime Stabilised Expansive Soil
    Dang, Liet Chi
    Khabbaz, Hadi
    Fatahi, Behzad
    PANAM UNSATURATED SOILS 2017: SWELL-SHRINK AND TROPICAL SOILS, 2018, (303): : 58 - 70
  • [26] Lime stabilization of expansive soil from Sergipe - Brazil
    Leite, Rafaella
    Cardoso, Rodrigo
    Cardoso, Carlos
    Cavalcante, Erinaldo
    de Freitas, Osvaldo
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [27] Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil
    Stoltz, Guillaume
    Cuisinier, Olivier
    Masrouri, Farimah
    APPLIED CLAY SCIENCE, 2012, 61 : 44 - 51
  • [28] Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil
    Cuisinier, O.
    Masrouri, F.
    Stoltz, G.
    Russo, G.
    UNSATURATED SOILS: RESEARCH & APPLICATIONS, VOLS 1 AND 2, 2014, : 441 - 447
  • [29] EXAMINING THE SWELLING POTENTIAL OF EXPANSIVE SOIL CONTAINING WASTE PAPER ASH
    Nsaif, Maha H.
    Obaid, Arkan
    Fattah, Mohammed Y.
    INTERNATIONAL JOURNAL OF GEOMATE, 2025, 28 (126): : 43 - 51
  • [30] Evaluation of swelling pressure of an expansive soil stabilized with lime and lignosulphonate as overlay cushion: an experimental and numerical quantification
    Landlin, Gunasekaran
    Bhuvaneshwari, Subramanian
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2023, 30 (58) : 122087 - 122106