Compaction delay effects on properties of lime-treated soil

被引:56
|
作者
Osinubi, KJ [1 ]
Nwaiwu, CMO
机构
[1] Ahmadu Bello Univ, Dept Civil Engn, Zaria 810001, Nigeria
[2] Univ Maiduguri, Dept Civil & Water Resources Engn, Maiduguri, Nigeria
关键词
California bearing ratio; soil compaction; lime; Compressive strength; delay time; regression analysis;
D O I
10.1061/(ASCE)0899-1561(2006)18:2(250)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A statistical study of the effects of compaction delays on properties of lime-stabilized lateritic soil was conducted using two-way analysis of variance and multiple regression analysis. The reductions in maximum dry density (MDD) and optimum moisture content (OMC) associated with compaction delays are statistically significant at the 5% level, regardless of the compactive effort employed (i.e., standard Proctor or West African Standard). The effects of compaction delays on unconfined compressive stength (UCS) are statistically significant for different compactions, lime contents, and curing. Compaction delay effects on California bearing ratio (CBR) of soil-lime mixtures are statistically significant. The t-statistics from regression analysis show that compaction delays significantly influence the measured values of MDD, OMC, UCS, and CBR. It is believed that the findings of this study will be helpful in controlling the compaction delay for lime-treated soils.
引用
下载
收藏
页码:250 / 258
页数:9
相关论文
共 50 条
  • [1] Effects of variation in compaction water content on geotechnical properties of lime-treated clayey soil
    Di Sante, Marta
    Fratalocchi, Evelina
    Mazzieri, Francesco
    VI ITALIAN CONFERENCE OF RESEARCHERS IN GEOTECHNICAL ENGINEERING, CNRIG2016 - GEOTECHNICAL ENGINEERING IN MULTIDISCIPLINARY RESEARCH: FROM MICROSCALE TO REGIONAL SCALE, 2016, 158 : 63 - 68
  • [2] Effect of compaction time delay on compaction and strength behavior of lime-treated expansive soil contacted with sulfate
    P. Sriram Karthick Raja
    T. Thyagaraj
    Innovative Infrastructure Solutions, 2020, 5
  • [3] Effect of compaction time delay on compaction and strength behavior of lime-treated expansive soil contacted with sulfate
    Raja, P. Sriram Karthick
    Thyagaraj, T.
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2020, 5 (01)
  • [4] Influence of compactive efforts and compaction delays on lime-treated soil
    Osinubi, KJ
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1998, 124 (02): : 149 - 155
  • [5] Compaction behaviour of lime-treated metakaolin
    Hu, Mozhen
    Cui, Yu-Jun
    Tan, Yunzhi
    CANADIAN GEOTECHNICAL JOURNAL, 2021, 58 (08) : 1180 - 1188
  • [6] Geotechnical properties of a lime-treated expansive soil
    de Paiva, Sergio Carvalho
    de Assis Lima, Marcia Alves
    de Vasconcelos Xavier Ferreira, Maria da Graca
    de Melo Ferreira, Silvio Romero
    MATERIA-RIO DE JANEIRO, 2016, 21 (02): : 437 - 449
  • [7] Permeability of lime-treated lateritic soil
    Osinubi, KJ
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1998, 124 (05): : 465 - 469
  • [8] Microstructure and geotechnical properties of lime-treated expansive clayey soil
    Al-Mukhtar, Muzahim
    Khattab, Suhail
    Alcover, Jean-Francois
    ENGINEERING GEOLOGY, 2012, 139 : 17 - 27
  • [9] Analysis on microstructure and water retention properties of lime-treated soil
    Wang, Y. J.
    Cui, Y. J.
    Tang, A. M.
    Tang, C. S.
    Benahmed, N.
    UNSATURATED SOIL MECHANICS-FROM THEORY TO PRACTICE, 2016, : 129 - 132
  • [10] The tests on the Lime-treated Expansive Soils Compaction Characteristics
    Wang, Xinzhong
    Liu, Rui
    Peng, Shuju
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 548 - +