Analyzing the impact of geosynthetic reinforcement on Sinkhole: A numerical investigation with Machine Learning approach

被引:6
作者
Abbas, Qaisar [1 ]
Ali, Tabish [2 ]
Asad, Ali Turab [3 ]
Aslam, Muhammad [4 ]
机构
[1] Yonsei Univ, Sch Civil & Environm Engn, Yonseiro 50, Seoul 120749, South Korea
[2] Hanyang Univ, Dept Civil & Environm Engn, Seoul 04763, South Korea
[3] Sungkyunkwan Univ, Sch Civil & Environm Engn, Suwon 440746, Kyong Gi Do, South Korea
[4] Sejong Univ, Dept Artificial Intelligence, Seoul 05006, South Korea
关键词
Geosynthetics; Sinkhole; Finite element analysis; Ground subsidence; Machine Learning; Bayesian Optimization; KARST; SOIL; SUSCEPTIBILITY; EMBANKMENTS; REMEDIATION; SETTLEMENT; HISTORY; EROSION; DESIGN;
D O I
10.1016/j.engfailanal.2023.107915
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The present study describes the results of numerical investigations with implementation of Machine Learning approach to prevent the event of sinkhole formation into the ground by using geosynthetic reinforcement. A series of 2D finite-element analysis were carried out with emphasis on the effects of geosynthetics reinforcement parameters such as geogrid length, stiffness and spacing between the geogrid layers to evaluate the behavior of ground over the sinkhole. Moreover, a database was also generated from the simulations for the application of Machine Learning techniques to predict the behavior as well. The hyperparameters of the Machine Learning models were optimized using Bayesian optimization to enhance the prediction accuracy. The critical values of geogrid reinforcement parameters for maximum reinforcing effect are also suggested. The results indicate the effectiveness of geosynthetic reinforcement to significantly reduce the sinkhole deformations and also the potential of Machine Learning to predict ground subsidence.
引用
收藏
页数:22
相关论文
共 62 条
[1]  
Alexiew D, 2008, PROC MONOGR ENG WATE, P209
[2]   Nonlinear finite element modeling and parametric analysis for the design implication of expanded rib steel bars in RC beams [J].
Ali, Tabish ;
Kim, Robin Eunju ;
Kim, Kun-Soo ;
Park, Ki-Tae .
DEVELOPMENTS IN THE BUILT ENVIRONMENT, 2023, 16
[3]   The Effect of Soil-Structure Interaction on the Seismic Response of Structures Using Machine Learning, Finite Element Modeling and ASCE 7-16 Methods [J].
Ali, Tabish ;
Eldin, Mohamed Nour ;
Haider, Waseem .
SENSORS, 2023, 23 (04)
[4]   Machine learning tool to assess the earthquake structural safety of systems designed for wind: In application of noise barriers [J].
Ali, Tabish ;
Lee, Jehyeong ;
Kim, Robin Eunju .
EARTHQUAKES AND STRUCTURES, 2022, 23 (03) :315-328
[5]   A Machine Learning Architecture Replacing Heavy Instrumented Laboratory Tests: In Application to the Pullout Capacity of Geosynthetic Reinforced Soils [J].
Ali, Tabish ;
Haider, Waseem ;
Ali, Nazakat ;
Aslam, Muhammad .
SENSORS, 2022, 22 (22)
[6]  
Alotaibi E., 2019, 4 WORLD C CIV STRUCT, DOI [10.11159/icgre19.189, DOI 10.11159/ICGRE19.189]
[7]   Internal Fluidization in Granular Soils [J].
Alsaydalani, M. O. A. ;
Clayton, C. R. I. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (03)
[8]   Prediction of sinkhole hazard using artificial intelligence model with soil characteristics and GPR data in arid alluvial land in Central Iran [J].
Amin, Peyman ;
Ghalibaf, Mohammad Akhavan ;
Mermut, Ahmet Ruhi ;
Delavarkhalafi, Ali ;
Latifi, Mohammad Ali .
ENVIRONMENTAL EARTH SCIENCES, 2023, 82 (15)
[9]  
[Anonymous], 2014, Dassault Systemes Simulia Corporation, P651
[10]   Prediction Model for Long-Term Bridge Bearing Displacement Using Artificial Neural Network and Bayesian Optimization [J].
Asad, Ali Turab ;
Kim, Byunghyun ;
Cho, Soojin ;
Sim, Sung-Han .
STRUCTURAL CONTROL & HEALTH MONITORING, 2023, 2023