Optimization of Design Parameters and Cost of Geosynthetic-Reinforced Earth Walls Using Harmony Search Algorithm

被引:0
|
作者
Manahiloh K.N. [1 ]
Nejad M.M. [1 ]
Momeni M.S. [2 ]
机构
[1] Department of Civil and Environmental Engineering, University of Delaware, 301 DuPont Hall, Newark, 19711, DE
[2] ZTI Consulting Engineers, 312 ICT Building, Mansour Afshar Str. Beheshti Ave., Urmia
关键词
Geosynthetic; Harmony memory; Harmony Search Algorithm (HSA); Optimization; Pitch adjustment; Reinforced earth walls;
D O I
10.1007/s40891-015-0017-3
中图分类号
学科分类号
摘要
This paper proposes a new approach to optimize the design of geosynthetic-reinforced retaining walls. Minimizing the cost of construction was considered as the optimization criterion. A metaheuristic technique, named Harmony Search Algorithm (HSA), is applied in optimizing the design of geosynthetic-reinforced earth walls. The involved optimization procedures are discussed in a step-wise approach and their applicability is demonstrated on geosynthetic-reinforced walls of height 5, 7 and 9 m. The effects of static and dynamic loads are considered. Results are compared between this study and studies that used Sequential Unconstrained Minimization Technique (SUMT). It is found that the construction cost, for a geosynthetic-reinforced walls optimized by HSA, showed as high as 9.2 % reduction from that of SUMT. © 2015, Springer International Publishing AG.
引用
收藏
相关论文
共 50 条
  • [1] ON THE DESIGN OF GEOSYNTHETIC-REINFORCED WALLS
    LESHCHINSKY, D
    PERRY, EB
    GEOTEXTILES AND GEOMEMBRANES, 1989, 8 (04) : 311 - 323
  • [2] On the design of geosynthetic-reinforced walls
    Leshchinsky, Dov, 1600, (08):
  • [3] A Modified Harmony Search Algorithm for the Optimum Design of Earth Walls Reinforced with Non-uniform Geosynthetic Layers
    Motalleb Nejad M.
    Manahiloh K.N.
    International Journal of Geosynthetics and Ground Engineering, 2015, 1 (4)
  • [4] Reliability-based design optimization of geosynthetic-reinforced soil walls
    Santos, M. G. C.
    Silva, J. L.
    Beck, A. T.
    GEOSYNTHETICS INTERNATIONAL, 2018, 25 (04) : 442 - 455
  • [5] A simplified displacement-based hybrid approach for the design of geosynthetic-reinforced earth walls
    Galli, A.
    GEOSYNTHETICS: LEADING THE WAY TO A RESILIENT PLANET, 12ICG 2023, 2024, : 1783 - 1789
  • [6] Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes
    Leshchinsky D.
    Kang B.
    Han J.
    Ling H.
    Transportation Infrastructure Geotechnology, 2014, 1 (2) : 129 - 164
  • [7] Impact of Cohesion on Seismic Design of Geosynthetic-Reinforced Earth Structures
    Vahedifard, Farshid
    Leshchinsky, Ben A.
    Sehat, Sona
    Leshchinsky, Dov
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (06)
  • [8] An Assessment of the Factors that Contribute to the Poor Performance of Geosynthetic-Reinforced Earth Retaining Walls
    Valentine, R. J.
    DESIGN AND PRACTICE OF GEOSYNTHETIC-REINFORCED SOIL STRUCTURES, 2013, : 318 - 327
  • [9] Effects of seismic amplification on the stability design of geosynthetic-reinforced soil walls
    Ge, Bin
    Ruan, Huaining
    Shu, Shuang
    Zhang, Fei
    Gao, Yufeng
    GEOTEXTILES AND GEOMEMBRANES, 2022, 50 (05) : 881 - 895
  • [10] Design and behaviour of geosynthetic-reinforced soil walls constructed on yielding foundations
    Skinner, GD
    Rowe, RK
    GEOSYNTHETICS INTERNATIONAL, 2003, 10 (06) : 200 - 214