Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (2): 563-572.doi: 10.16285/j.rsm.2024.0500

• Geotechnical Engineering • Previous Articles     Next Articles

Shenzhen geotechnical parameter database and multivariate parameter distribution prediction model based on generative adversarial network

PAN Qiu-jing1, SUN Guang-can1, CAI Yong-min2, SU Dong3, LI Feng-wei4   

  1. 1. School of Civil Engineering, Central South University, Changsha, Hunan 410075, China; 2. Department of Architecture and Sustainable Design, Singapore University of Technology and Design, Singapore 487372; 3. College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong 518060, China; 4. China Railway Construction Corporation Limited, Beijing 100855, China
  • Received:2024-04-22 Accepted:2024-07-26 Online:2025-02-10 Published:2025-02-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52108388, 52378424), the National Key Research and Development Program of China (2023YFC3009300), the Science and Technology Innovation Program of Hunan Province (2021RC3015) and the Shenzhen University 2035 Pursuit of Excellence Research Program (2022B007).

Abstract: Inspired by big data, fully utilizing geotechnical data for precise characterization and modeling of geotechnical parameters is critical for the digitalization of geotechnical engineering. This study collected geotechnical investigation reports from 75 engineering projects in Shenzhen, established a database containing 8 geotechnical parameters of clay and weathered residual soil (SZ-SOIL/8/11369), and thoroughly analyzed the distribution characteristics of geotechnical parameter data in Shenzhen. Subsequently, a model for predicting geotechnical parameters was developed using this database and a generative adversarial network (GAN). The proposed method was applied to a project in Shenzhen, successfully predicting mechanical parameters from known physical parameters and accurately forecasting the geotechnical parameter distribution of the project site using small samples. The results indicate that the proposed method can make reasonable predictions for samples with missing parameters, achieving the goal of reducing the uncertainty in geotechnical parameters at local engineering sites through extensive regional survey data. This provides parameter assurance for the resilience design and risk assessment of geotechnical and underground engineering structures in Shenzhen.

Key words: distribution of geotechnical parameters, database, prediction, generative adversarial network

CLC Number: 

  • TU 413
[1] ZHOU Jian, LIAO Xing-chuan, LIU Fu-shen, SHANG Xiao-nan, SHEN Jun-yi, . Application of convolution-based peridynamics in rapid simulation of random crack propagation [J]. Rock and Soil Mechanics, 2025, 46(2): 625-639.
[2] WEI Xing, CHEN Rui, CHENG Shi-tao, ZHU Ming, WANG Zi-jian, . Stability of deep foundation pits in Chengdu expansive soil area with the influence of rainfalls and predictions of deformation [J]. Rock and Soil Mechanics, 2024, 45(S1): 525-534.
[3] LI Tao, SHU Jia-jun, WANG Yan-long, CHEN Qian. Horizontal deformation prediction of deep foundation pit support piles based on decomposition methods model [J]. Rock and Soil Mechanics, 2024, 45(S1): 496-506.
[4] GAO Xu, SONG Kun, LI Ling, YAN E-chuan, WANG Wei-ming, . Prediction of consolidation settlement of heterogeneous ground based on iterative co-Kriging inversion method [J]. Rock and Soil Mechanics, 2024, 45(S1): 761-770.
[5] LONG Xiao, SUN Rui, ZHENG Tong, . Convolutional neural network-based liquefaction prediction model and interpretability analysis [J]. Rock and Soil Mechanics, 2024, 45(9): 2741-2753.
[6] ZHOU Feng-xi, ZHAO Wen-cang. Estimating unfrozen water content in unsaturated frozen soils based on soil water characteristic curve [J]. Rock and Soil Mechanics, 2024, 45(9): 2719-2727.
[7] ZHANG Wen-song, JIA Lei, YAO Rong-han, SUN Li, . Prediction of surface settlement around subway foundation pit based on Self-CGRU model [J]. Rock and Soil Mechanics, 2024, 45(8): 2474-2482.
[8] ZHANG Yan-jun, YAN Yue-guan, LONG Si-fang, ZHU Yuan-hao, DAI Hua-yang, KONG Jia-yuan, . Dynamic prediction model of mining subsidence combined with improved Weibull time function [J]. Rock and Soil Mechanics, 2024, 45(6): 1824-1834.
[9] SUN Jia-hao, WANG Wen-jie, XIE Lian-ku, . Short-term rockburst prediction model based on microseismic monitoring and probability optimization naive Bayes [J]. Rock and Soil Mechanics, 2024, 45(6): 1884-1894.
[10] XIONG Shu-sen, HUANG Yun-han, LAI Ying, . Embedment mechanism of a drag anchor in layered soils considering shank effect [J]. Rock and Soil Mechanics, 2024, 45(5): 1495-1504.
[11] HAN Xu-dong, YANG Xiu-yuan, SUN Xiu-juan, SONG Wei, BAO Yi-ding, WANG Chun-hui, . Quantitative prediction model of dynamic erosion process for long run-out accumulation landslides [J]. Rock and Soil Mechanics, 2024, 45(4): 1190-1200.
[12] ZHANG Liang-liang, CHENG Hua, YAO Zhi-shu, WANG Xiao-jian, . Prediction model and parameter analysis of surface movement duration in deep coal mining [J]. Rock and Soil Mechanics, 2024, 45(2): 577-587.
[13] CHEN Zhao-hui, NIU Meng-meng, LUO Lin , HUANG Kai-hua , TANG Chong. Study on non-homogeneous spatial variability of nordic marine clays based on 304dB [J]. Rock and Soil Mechanics, 2024, 45(2): 525-538.
[14] HE Zheng, XIE Mo-wen, WU Zhi-xiang, ZHAO Chen, SUN Guang-cun, XU Le, . Field measurement study on the pre-collapse inclination deformation characteristics of tension-cracking slope rock mass using micro-core-pile sensor [J]. Rock and Soil Mechanics, 2024, 45(11): 3399-3415.
[15] LEI Hua-yang, BO Yu, MA Chang-yuan, WANG Lei, ZHANG Wei-di, . Variation pattern and prediction model of clay specific heat capacity considering multi-factors [J]. Rock and Soil Mechanics, 2023, 44(S1): 1-11.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!