State-of-the-Art Review: Fiber-Reinforced Soil as a Proactive Approach for Liquefaction Mitigation and Risk Management

被引:0
作者
Alqawasmeh, Hasan [1 ]
Alzubi, Yazan [1 ]
Mahamied, Ali [1 ]
机构
[1] Al Balqa Appl Univ, Fac Engn Technol, Civil Engn Dept, Amman 11134, Jordan
来源
JOURNAL OF ENGINEERING | 2023年 / 2023卷
关键词
FLY-ASH; MECHANICAL-PROPERTIES; TENSILE-STRENGTH; SAND; BEHAVIOR; RESISTANCE; EARTHQUAKE; FAILURE; PERFORMANCE; AREA;
D O I
10.1155/2023/8737304
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Soil liquefaction is a phenomenon that occurs in which the behavior of soils changes from solid to viscous liquid due to the effect of earthquake intensity or other sudden loadings. The earthquake results in excess pore water pressure, which leads to saturated loose soil with weaker characteristics and potentially causes large ground deformation and lateral spreading. Soil liquefaction is a dangerous event that can lead to catastrophic outcomes for humans and infrastructures, especially in countries prone to earthquake shaking, where soil liquefaction is considered one of the most prevalent types of ground failure. Hence, precautions to reduce and/or prevent soil liquefaction are essential and required. One of the countermeasures to avoid soil liquefaction is the introduction of fibers in the soil since fibers can act as reinforcement by enhancing the soil's strength and resistance to liquefaction. The process of including fibers into the soil is known as soil stabilization and is considered one of the ground improvement techniques. Therefore, this paper aims to summarize and review the consequences of adding fiber as a reinforcement technique to overcome the issue of soil liquefaction.
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页数:22
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共 120 条
  • [1] Liquefaction resistance of sand reinforced with geosynthetics
    Altun, S.
    Goktepe, A. B.
    Lav, M. A.
    [J]. GEOSYNTHETICS INTERNATIONAL, 2008, 15 (05) : 322 - 332
  • [2] Scaling law of static liquefaction mechanism in geocentrifuge and corresponding hydromechanical characterization of an unsaturated silty sand having a viscous pore fluid
    Askarinejad, Amin
    Beck, Alexander
    Springman, Sarah M.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2015, 52 (06) : 708 - 720
  • [3] Soil liquefaction during the Arequipa Mw 8.4, June 23, 2001 earthquake, southern coastal Peru
    Audemard, FA
    Gómez, JC
    Tavera, HJ
    Orihuela, N
    [J]. ENGINEERING GEOLOGY, 2005, 78 (3-4) : 237 - 255
  • [4] Ayyar T. R., 1989, P INT WORKSH GEOT
  • [5] Strength and stiffness response of coir fiber-reinforced tropical soil
    Babu, G. L. Sivakumar
    Vasudevan, A. K.
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2008, 20 (09) : 571 - 577
  • [6] Static liquefaction behavior of short discrete carbon fiber reinforced silty sand
    Bao, X.
    Jin, Z.
    Cui, H.
    Ye, G.
    Tang, W.
    [J]. GEOSYNTHETICS INTERNATIONAL, 2020, 27 (06) : 606 - 619
  • [7] Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake
    Bhattacharya, S.
    Hyodo, M.
    Goda, K.
    Tazoh, T.
    Taylor, C. A.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2011, 31 (11) : 1618 - 1628
  • [8] NEW RING SHEAR APPARATUS AND ITS APPLICATION TO MEASUREMENT OF RESIDUAL STRENGTH
    BISHOP, AW
    GREEN, GE
    GARGA, VK
    ANDRESEN, A
    BROWN, JD
    [J]. GEOTECHNIQUE, 1971, 21 (04): : 273 - &
  • [9] Liquefaction strength of fly ash reinforced with randomly distributed fibers
    Boominathan, A
    Hari, S
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2002, 22 (9-12) : 1027 - 1033
  • [10] [曹振中 Cao Zhenzhong], 2016, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V38, P1165