Stabilization of swelling clays by Mg(OH)(2). Factors affecting hydroxy-Mg-interlayering in swelling clays

被引:22
|
作者
Xeidakis, GS
机构
关键词
clay swelling; clay stabilization; hydroxy-Mg-interlayers; methylene blue test; factorial analysis;
D O I
10.1016/S0013-7952(96)00046-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The damage caused to structures and other human endeavours, on or in the ground, by swelling clay soils is considered as a natural hazard. In order to mitigate this hazard an attempt was made to stabilize the swelling clay mineral structure by the addition of Mg(OH)(2). This will turn the swelling minerals, like montmorillonite, into non-swelling ones, e.g., chloride. Accordingly, the various factors affecting the precipitation-adsorption of the Mg-hydroxide by clays, was investigated, and the conditions giving the best results were established. The factors examined were: the base used as precipitant (NH4OH and NaOH); the preparation of the precipitate, inside or outside the clay suspension; the sequence and the duration of the reagents addition; the OH/Mg ratio; the time of clay-chemical contact; and the drying time and temperature. The method, was applied to different clay minerals (swelling and non-swelling). The material produced after the Mg-hydroxide precipitation was examined by the methylene blue dye adsorption test, XRD, DTA and DTGA methods; the results were treated statistically by factorial analysis. From the results obtained, it is concluded that the factors affecting the Mg-hydroxide adsorption by clays are: the base used as a precipitant, the preparation of the hydroxide directly inside or outside the clay suspension, the drying temperature, and the rate of titration of the reagents. Therefore, the best conditions for the laboratory preparation of hydroxy-Mg-interlayers are a dilute (1-2%) and well-dispersed clay suspension, pH between 10-12; some 12 meg Mg2+, as Mg-salt (e.g., MgCl2) per gram of clay, added before the base and followed by the dropwise titration of 1-2 N NaOH solution into the clay suspension, to give a molar ratio OH/Mg of about 1.5; vigorous agitation of the suspension during titration of the reagents; centrifugation and decantation of the supernatant liquid, and drying the product at about 250 degrees C. Satisfactory results are also obtained with the fast titration of the base and drying at 105 degrees C to complete dryness.
引用
收藏
页码:93 / 106
页数:14
相关论文
共 50 条
  • [1] Stabilization of swelling clays by Mg(OH)(2). Changes in clay properties after addition of Mg-hydroxide
    Xeidakis, GS
    ENGINEERING GEOLOGY, 1996, 44 (1-4) : 107 - 120
  • [2] GYPSUM: AS AN ADDITIVE FOR STABILIZATION OF SWELLING CLAYS
    Yilmaz, Isik
    Civelekoglu, Berrin
    SGEM 2009: 9TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, VOL I, CONFERENCE PROCEEDING: MODERN MANAGEMENT OF MINE PRODUCING, GEOLOGY AND ENVIRONMENTAL PROTECTION, 2009, : 245 - 245
  • [3] Factors Affecting the Swelling-Compression Characteristics of Clays in Yichang, China
    Huang, Changxi
    Wang, Xinghua
    Zhou, Hao
    Liang, Yan
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [4] Adsorption of nucleotides onto Fe-Mg-Al rich swelling clays
    Feuillie, Cecile
    Daniel, Isabelle
    Michot, Laurent J.
    Pedreira-Segade, Ulysse
    GEOCHIMICA ET COSMOCHIMICA ACTA, 2013, 120 : 97 - 108
  • [5] SWELLING CHARACTERISTICS OF HYDROXY-ALUMINUM INTERLAYERED CLAYS
    KIDDER, G
    CLAYS AND CLAY MINERALS, 1972, 20 (01) : 13 - &
  • [6] On sorption and swelling of CO2 in clays
    Busch A.
    Bertier P.
    Gensterblum Y.
    Rother G.
    Spiers C.J.
    Zhang M.
    Wentinck H.M.
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2016, 2 (2) : 111 - 130
  • [7] ASSESSMENT OF THE SWELLING AND LIME STABILIZATION POTENTIAL OF GOLBASI (ANKARA) RESIDENTIAL AREA CLAYS
    Ozturk, Yusuf Ziya
    Unsal, Nail
    Akbas, Sami Oguzhan
    JOURNAL OF THE FACULTY OF ENGINEERING AND ARCHITECTURE OF GAZI UNIVERSITY, 2015, 30 (02): : 309 - 318
  • [8] The structure and dynamics of 2-dimensional fluids in swelling clays
    Skipper, Neal T.
    Lock, Peter A.
    Titiloye, James O.
    Swenson, Jan
    Mirza, Zakaria A.
    Howells, W. Spencer
    Fernandez-Alonso, Felix
    CHEMICAL GEOLOGY, 2006, 230 (3-4) : 182 - 196
  • [9] In situ AFM studies of nano-TiO2 and swelling clays
    Mattei, Michael
    Dudek, Whitney L.
    McGuire, Molly M.
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 2012, 243
  • [10] Effectiveness of fresh cement kiln dust as a soil stabilizer and stabilization mechanism of high swelling clays
    Ogila, Waleed Abdelmoghny Metwaly
    ENVIRONMENTAL EARTH SCIENCES, 2021, 80 (07)