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
[41]   Analytical modeling of geogrid reinforced soil foundation [J].
Sharma, Radhey ;
Chen, Qiming ;
Abu-Farsakh, Murad ;
Ybon, Sungmin .
GEOTEXTILES AND GEOMEMBRANES, 2009, 27 (01) :63-72
[42]  
Sowers G.F, 1996, Am. Soc. Civil Eng.
[43]   A self-tuning system for dam behavior modeling based on evolving artificial neural networks [J].
Stojanovic, B. ;
Milivojevic, M. ;
Milivojevic, N. ;
Antonijevic, D. .
ADVANCES IN ENGINEERING SOFTWARE, 2016, 97 :85-95
[45]   Sinkhole formation hazard assessment [J].
Strzalkowski, Piotr .
ENVIRONMENTAL EARTH SCIENCES, 2019, 78 (01)
[46]   Experimental study of a shallow strip footing on geogrid-reinforced sand bed above a void [J].
Tafreshi, S. N. Moghaddas ;
Khalaj, O. ;
Halvaee, M. .
GEOSYNTHETICS INTERNATIONAL, 2011, 18 (04) :178-195
[47]   Sinkhole susceptibility mapping: A comparison between Bayes-based machine learning algorithms [J].
Taheri, Kamal ;
Shahabi, Himan ;
Chapi, Kamran ;
Shirzadi, Ataollah ;
Gutierrez, Francisco ;
Khosravi, Khabat .
LAND DEGRADATION & DEVELOPMENT, 2019, 30 (07) :730-745
[48]   An Engineering Case History of the Prevention and Remediation of Sinkholes Induced by Limestone Quarrying [J].
Tang, Zhen ;
Song, Lei ;
Jin, Dianqi ;
Chen, Ligen ;
Qin, Gan ;
Wang, Yongjun ;
Guo, Lei .
SUSTAINABILITY, 2023, 15 (03)
[49]   Surrogate Neural Network Model for Prediction of Load-Bearing Capacity of CFSS Members Considering Loading Eccentricity [J].
Tien-Thinh Le .
APPLIED SCIENCES-BASEL, 2020, 10 (10)
[50]  
Waltham T., 2005, Sinkholes and Subsidence: Karst and Cavernous Rocks in Engineering and Construction, DOI DOI 10.5860/CHOICE.42-5880