Effect of lime and fly ash on swelling percentage and Atterberg limits of sulfate-bearing clay

被引:44
|
作者
Cheshomi, A. [1 ]
Eshaghi, A. [1 ]
Hassanpour, J. [1 ]
机构
[1] Univ Tehran, Coll Sci, Sch Geol, Dept Struct & Engn Geol, Tehran 14174, Iran
关键词
Clay; Lime; Fly ash; Sulfate; Ettringite; Swelling; Atterberg limits; GRANULATED BLASTFURNACE SLAG; ETTRINGITE FORMATION; GEOTECHNICAL PROPERTIES; STABILIZED KAOLINITE; SOIL STABILIZATION; EXPANSIVE SOILS; FURNACE SLAG; BEHAVIOR; CEMENT; COMPACTION;
D O I
10.1016/j.clay.2016.09.019
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Lime and fly ash are admixtures used to reduce the swelling of clay. The current study added 3%, 5%, and 7% (wt) of lime to sulfate-bearing clay and found that chemical reactions between the lime and sulfate-bearing clay led to ettringite formation as the lime content increased. This mineral shows good potential for water absorption, which increased the swelling percentage and pressure and the plastic properties of the clay. It was shown that lime is incapable of improving the swelling properties of sulfate-bearing clays. Next, 3%, 5%, and 7% (wt) of fly ash was added to the clay. Fly ash suppressed swelling and decreased the plasticity index of the clay. The optimum content of 3% (wt) fly ash improved the swelling properties of the sulfate-bearing clay. The fly ash was then added to 5% lime-stabilized sulfate-bearing clay. The results showed that the fly ash compensated for the negative effects of the lime, reducing the swelling percentage and pressure and the plasticity index of the lime-stabilized sulfate-bearing clay. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:190 / 198
页数:9
相关论文
共 50 条
  • [41] Effect of lime and fly ash on the strength of cement composite mortars
    Wegian, F.
    AlSaeid, H.
    Alnaki, A.
    AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2011, 12 (01) : 47 - 56
  • [42] Bond Development in Burnt Clay and Fly Ash-Lime-Gypsum Brick Masonry
    Gourav, K.
    Reddy, B. V. Venkatarama
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2018, 30 (09)
  • [43] Experimental Study on the Mechanical Properties of Xinyang Red Clay Improved by Lime and Fly Ash
    Tang, Hui
    Yang, Ziquan
    Zhu, Hongtao
    Dong, Haoqiang
    APPLIED SCIENCES-BASEL, 2023, 13 (10):
  • [44] THE USE OF FLY-ASH IN CLAY PRODUCTS STABILIZED WITH CEMENT AND LIME, OBTAINED BY EXTRUSION
    TEMIMI, M
    AITMOKHTAR, A
    CAMPS, JP
    LAQUERBE, M
    MATERIALS AND STRUCTURES, 1992, 25 (151): : 397 - 403
  • [45] Effect of temperature on the strength of lime-stabilised fly ash
    Pani, Aparupa
    Singh, Suresh Prasad
    ENVIRONMENTAL GEOTECHNICS, 2020, 7 (03): : 189 - 199
  • [46] Effect of fly ash and GGBS on lime stabilized mud block
    Soundarya, N.
    MATERIALS TODAY-PROCEEDINGS, 2021, 47 : 4636 - 4640
  • [47] Effect of Lime and Gypsum on Engineering Properties of Badarpur Fly Ash
    Sahu, Vaishali
    Srivastava, Amit
    Gayathri, V.
    INTERNATIONAL JOURNAL OF ENGINEERING AND TECHNOLOGY INNOVATION, 2016, 6 (04) : 294 - 304
  • [48] Effect of sodium sulfate on the alkali activation of fly ash
    Criado, M.
    Fernandez Jimenez, A.
    Palomo, A.
    CEMENT & CONCRETE COMPOSITES, 2010, 32 (08): : 589 - 594
  • [49] Application of biomass fly ash as a pozzolanic material for stabilization of low-swelling clay
    Civil Engineering Department, Thammasat University, Paholyothin Rd.,Khong Luang, Rangsit 12120, Thailand
    不详
    Lowland Tech. Int., 2009, 1 (11-19):
  • [50] Bearing ratio behaviour of sisal geotextile reinforced fly ash overlying clay
    Jena, Subham
    Khatri, Vishwas Nandkishor
    Nainegali, Lohitkumar
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2025, 26 (01)