Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils: a preliminary study

被引:0
|
作者
Khelifa Harichane
Mohamed Ghrici
Said Kenai
机构
[1] University of Chlef,Civil Engineering Department
[2] University of Blida,Geomaterials Laboratory, Civil Engineering Department
来源
关键词
Clay; Lime; Natural pozzolana; Stabilization; Compaction; Strength; Curing;
D O I
暂无
中图分类号
学科分类号
摘要
Soft soil stabilization has been practised for quite some time by mixing additives, such as cement, lime and fly ash to the soil to increase its strength. However, there is a lack of investigations on the use of natural pozzolana alone or combined with lime for ground improvement applications. An experimental programme was undertaken to study the effect of using lime, natural pozzolana or a combination of both on the geotechnical characteristics of soft soils. Lime or natural pozzolana was added to soft soils at ranges of 0–10% and 0–20%, respectively. In addition, combinations of lime–natural pozzolana were added to soft soils at the same ranges. Test specimens were subjected to compaction tests, shear tests and unconfined compression tests. Specimens were cured for 1, 7, 28 and 90 days, after which they were tested for unconfined compression tests. Based on the favourable results obtained, it can be concluded that the soft soils can be successfully stabilized by the combined action of lime and natural pozzolana. Since natural pozzolana is much cheaper than lime, the addition of natural pozzolana in lime–soil mix may particularly become attractive and can result in cost reduction of construction.
引用
收藏
页码:2197 / 2205
页数:8
相关论文
共 50 条
  • [1] Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils: a preliminary study
    Harichane, Khelifa
    Ghrici, Mohamed
    Kenai, Said
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2012, 66 (08) : 2197 - 2205
  • [2] Effect of the combination of lime and natural pozzolana on the compaction and strength of soft clayey soils
    Harichane, K.
    Ghrici, M.
    Kenai, S.
    [J]. IIND INTERNATIONAL SEMINAR INVACO - INNOVATION & VALORIZATION IN CIVIL ENGINEERING & CONSTRUCTION MATERIALS, 2012, 2
  • [3] Effect of the combination of lime and natural pozzolana on the durability of clayey soils
    Harichane, Khelifa
    Ghrici, Mohamed
    Khebizi, Wiem
    Missoum, Hanifi
    [J]. Electronic Journal of Geotechnical Engineering, 2010, 15 L : 1194 - 1210
  • [4] Stabilization of Algerian Clayey Soils with Natural Pozzolana and Lime
    Harichane, Khelifa
    Ghrici, Mohamed
    Kenai, Said
    [J]. PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2018, 62 (01): : 1 - 10
  • [5] Effect of curing time on shear strength of cohesive soils stabilized with combination of lime and natural pozzolana
    Harichane, Khelifa
    Ghrici, Mohamed
    Kenai, Said
    [J]. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2011, 9 (02) : 90 - 96
  • [6] Behavior of Natural Pozzolana-Lime-stabilized Clayey Soils Artificially Contaminated by Sulfates
    Gadouri, Hamid
    [J]. JORDAN JOURNAL OF CIVIL ENGINEERING, 2023, 17 (04) : 634 - 655
  • [7] Influence of natural pozzolana and lime additives on the temporal variation of soil compaction and shear strength
    Khelifa Harichane
    Mohamed Ghrici
    Hanifi Missoum
    [J]. Frontiers of Earth Science, 2011, 5 : 162 - 169
  • [8] Influence of natural pozzolana and lime additives on the temporal variation of soil compaction and shear strength
    Harichane, Khelifa
    Ghrici, Mohamed
    Missoum, Hanifi
    [J]. FRONTIERS OF EARTH SCIENCE, 2011, 5 (02) : 162 - 169
  • [9] Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil
    al-Swaidani, Aref
    Hammoud, Ibrahim
    Meziab, Ayman
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2016, 8 (05) : 714 - 725
  • [10] Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil
    Aref al-Swaidani
    Ibrahim Hammoud
    Ayman Meziab
    [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2016, 8 (05) : 714 - 725