Dredged sediments valorisation in compressed earth blocks: Suction and water content effect on their mechanical properties

被引:27
作者
Serbah, Boumediene [1 ,3 ]
Abou-Bekr, Nabil [1 ]
Bouchemella, Salima [2 ,3 ]
Eid, Joanna [3 ]
Taibi, Said [3 ]
机构
[1] Univ Tlemcen, Lab Eau & Ouvrages Leur Environm, BP 230, Tilimsen 13000, Algeria
[2] Univ Souk Ahras, Dept Genie Civil, Lab INFRARES, Souk Ahras, Algeria
[3] Univ Le Havre Normandie, CNRS UMR 6294, Lab LOMC, F-76058 Le Havre, France
关键词
Compressed earth blocks CEB; Dredged sediments; Compaction; Modulus; UCS; Drying-wetting paths; Unsaturated soil; Eco-geo-material; Raw earth construction; STRENGTH; BEHAVIOR; IMPACT; SOILS;
D O I
10.1016/j.conbuildmat.2017.10.043
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The silting of dams requires periodic dredging campaigns to maintain their functional capabilities. In Algeria, more than 32 million m(3) of sediment are deposited every year. In this paper, we investigate the case of the Bakhadda dam in western Algeria, whose dredged sediments can be valorised as an eco-geo-material for building construction in the form of compressed earth blocks (CEB). Preliminary hydro-mechanical study showed the need to amend the natural sediment with sand fraction up to 30% to reach the recommended characteristics of the standards, as granulometry, plasticity and mechanical properties. To achieve high mechanical strength, compaction energy equivalent to modified optimum proctor + 25 blows was required. The hydro-mechanical properties of the manufactured CEB were then studied. Water content effect on their mechanical properties was highlighted. In fact, the strength increases when water content decreases due to an increase in suction. Using the measured drying-wetting paths, relations were established between small strains modulus and water content and suction. Results of this study have led to the valorisation of natural dredged sediments in CEB which respond to the recommendations. Based on the hydric and mechanical tests carried out, the behaviour of CEB in situ was determined. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:503 / 515
页数:13
相关论文
共 61 条
  • [51] Embodied energy analysis of adobe house
    Shukla, Ashish
    Tiwari, G. N.
    Sodha, M. S.
    [J]. RENEWABLE ENERGY, 2009, 34 (03) : 755 - 761
  • [52] Taibi S., 1994, THESIS
  • [53] The effect of suction on the hydro-mechanical behaviour of chalk rocks
    Taibi, Said
    Duperret, Anne
    Fleureau, Jean-Marie
    [J]. ENGINEERING GEOLOGY, 2009, 106 (1-2) : 40 - 50
  • [54] Tessier D., 1975, EXPT RES CLAY FABRIC, P75
  • [55] Walker P., 2002, AUSTR EARTH BUILDING, P195
  • [56] Strength and erosion characteristics of earth blocks and earth block masonry
    Walker, PJ
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2004, 16 (05) : 497 - 506
  • [57] AN EVALUATION OF POLYETHYLENE GLYCOL (PEG) 6000 AND PEG 20,000 IN OSMOTIC CONTROL OF SOIL WATER MATRIC POTENTIAL
    WILLIAMS, J
    SHAYKEWICH, CF
    [J]. CANADIAN JOURNAL OF SOIL SCIENCE, 1969, 49 (03) : 397 - +
  • [58] Zami MohammadS., 2010, J BUILDING APPRAISAL, V5, P259, DOI [10.1057/jba.2009.32, DOI 10.1057/JBA.2009.32]
  • [59] Zerhouni M, 1991, THESIS
  • [60] Zur B., 1966, Soil Science, V102, P394