A FRACTAL MODEL FOR THE TUNNELING-INDUCED GROUND SURFACE SETTLEMENT

被引:1
|
作者
Mei, Yuan [1 ,2 ]
Tian, Xinyu [1 ]
Li, Xuejuan [3 ]
He, Chun-Hui [1 ]
Alsolami, Abdulrahman Ali [4 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian, Peoples R China
[2] Shaanxi Key Lab Geotech & Underground Space Engn, Xian, Peoples R China
[3] Xian Univ Architecture & Technol, Sch Sci, Xian, Peoples R China
[4] King Abdulaziz Univ, Fac Sci, Dept Math, POB 80203, Jeddah 21589, Saudi Arabia
关键词
Fractal Geometry; Fractal Solitary Wave; Surface Settlement; EFFECTIVE THERMAL-CONDUCTIVITY; UNSATURATED POROUS-MEDIA; PERMEABILITY;
D O I
10.1142/S0218348X23501141
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
The Gaussian function was initially adopted to model the tunneling-induced ground surface settlement, but it could not describe the porosity's effect on the settlement. To solve the problem, Yu's fractal theory is implemented to model the porous grand's geometric property, and the surface settlement profile is modeled by a fractal solitary wave, furthermore, the effects of the maximal surface settlement, the porosity and Yu's fractal dimension on the settlement's profile are discussed. The new model offers a new view to predict the morphology of the surface settlement.
引用
收藏
页数:6
相关论文
共 50 条
  • [41] Estimating Tunneling-Induced Settlement of a Pipeline Buried in Heterogeneous Ground Through Stochastic FEM by Bridging Available Tools
    Gao, Yu
    Liu, Fang
    Che, Yuxuan
    INFORMATION TECHNOLOGY IN GEO-ENGINEERING, 2020, : 789 - 796
  • [42] Estimation of transverse ground surface settlement induced by DOT shield tunneling
    Gui, Meen-Wah
    Chen, Shong-Loong
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2013, 33 : 119 - 130
  • [43] FRACTAL SPACE BASED DIMENSIONLESS ANALYSIS OF THE SURFACE SETTLEMENT INDUCED BY THE SHIELD TUNNELING
    Mei, Yuan
    Tian, Xinyu
    Li, Xuejuan
    Gepreel, Khaled
    FACTA UNIVERSITATIS-SERIES MECHANICAL ENGINEERING, 2023, 21 (04) : 737 - 749
  • [44] Optimized back-analysis for tunneling-induced ground movement using equivalent ground loss model
    Chi, SY
    Chern, JC
    Lin, CC
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2001, 16 (03) : 159 - 165
  • [45] A calculation method of the time-dependent behavior for tunneling-induced ground settlement based on virtual image technique
    Li Peng-fei
    Gou Bao-liang
    Zhu Meng
    Gao Xiao-jing
    Guo Cai-xia
    ROCK AND SOIL MECHANICS, 2022, 43 (03) : 799 - 807
  • [46] Study on calculation for shield tunneling-induced ground movements in clays
    Wei Gang
    Wei Xin-jiang
    Gong Ci
    Ding Zhi
    ROCK AND SOIL MECHANICS, 2006, 27 (06) : 995 - 999
  • [47] Predicting earth pressure balance (EPB) shield tunneling-induced ground settlement in compound strata using random forest
    Ling, Xianzhang
    Kong, Xiangxun
    Tang, Liang
    Zhao, Yize
    Tang, Wenchong
    Zhang, Yifan
    TRANSPORTATION GEOTECHNICS, 2022, 35
  • [48] Predicting tunneling-induced settlement damage for a concrete frame structure with a masonry facade
    Douglas, KS
    Rots, JG
    Netzel, HD
    Billington, SL
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, 2003, : 695 - 705
  • [49] Theoretical Model for Surface Settlement Induced by Curved Shield Tunneling
    Xu Y.
    Shi W.
    Wang Y.
    Ma Q.
    Wu J.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2024, 56 (03): : 160 - 169
  • [50] Prediction of surface settlement induced by ground loss during shield tunneling construction
    Wei, Gang
    Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (11): : 2375 - 2379