Optimization design of cement mixing columns supported height embankment using Plaxis remote scripting and Gene-expression programming technique

被引:2
作者
Pham, Van-Ngoc [1 ]
机构
[1] Univ Danang, Univ Sci & Technol, Fac Rd & Bridge Engn, Danang 550000, Vietnam
关键词
Plaxis automation; Embankment; Settlement; Optimization; !text type='Python']Python[!/text] API; CMC; COMPRESSIVE STRENGTH;
D O I
10.1016/j.advengsoft.2024.103646
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper is going to present the advanced feature in Plaxis using remote scripting with Python wrapper. Python allows engineers to create Plaxis models, calculate construction phases, and plot the results automatically. The settlement estimation of a high embankment, supported by cement mixing columns (CMC), is presented as a case study. Approximately 500 models were created and analyzed within a few hours with different embankment heights, soft soil thickness, CMC spacing, and CMC diameter. This original database was used to develop a regression model using a Gene-expression programming (GEP) algorithm. The proposed GEP-based model with high accuracy could be applied to optimize the CMC design. In detail, the coefficient of correlation (R-value) of all phases is high and fluctuates from 0.967 to 0.976, while the mean absolute error of the model is lower than 0.009 m. The parametric study indicates that increasing the height of the fill embankment, the thickness of the peat layer, or the spacing between CMCs causes high settlement, while increasing the CMC diameter could significantly reduce the settlement of the embankment. The research results demonstrate that using Plaxis remote scripting and the GEP technique could help engineers run the numerical analysis much faster, leading to a more in-depth analysis to create better decision-making.
引用
收藏
页数:9
相关论文
共 27 条
  • [21] New prediction models for unconfined compressive strength of geopolymer stabilized soil using multi-gen genetic programming
    Soleimani, Sepehr
    Rajaei, Shabnam
    Jiao, Pengcheng
    Sabz, Arash
    Soheilinia, Sina
    [J]. MEASUREMENT, 2018, 113 : 99 - 107
  • [22] Srinath K., 2017, International Research Journal of Engineering and Technology, V4, P354
  • [23] Effects of binder types and other significant variables on the unconfined compressive strength of chemical-stabilized clayey soil using gene-expression programming
    Van-Ngoc Pham
    Oh, Erwin
    Ong, Dominic E. L.
    [J]. NEURAL COMPUTING & APPLICATIONS, 2022, 34 (11) : 9103 - 9121
  • [24] Numerical study of creep effects on settlements and load transfer mechanisms of soft soil improved by deep cement mixed soil columns under embankment load
    Wu, Pei-Chen
    Feng, Wei-Qiang
    Yin, Jian-Hua
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2020, 48 (03) : 331 - 348
  • [25] Yogatama B, 2021, S NAS TEKN INFR AB K
  • [26] Zar T., 2023, IOP Conference Series: Materials Science and Engineering, DOI 10.1088/1757-899X/1289/1/012104
  • [27] Influence of deep-cement-mixing column rows on the performance of geosynthetics-reinforced column-supported railway embankment
    Zheng, Gang
    Xia, Boyang
    Zhou, Haizuo
    Yu, Xiaoxuan
    Diao, Yu
    [J]. TRANSPORTATION GEOTECHNICS, 2023, 41