Hybrid machine learning model with random field and limited CPT data to quantify horizontal scale of fluctuation of soil spatial variability

被引:0
作者
Jin-Zhang Zhang
Dong-Ming Zhang
Hong-Wei Huang
Kok Kwang Phoon
Chong Tang
Gang Li
机构
[1] Tongji University,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Department of Geotechnical Engineering
[2] National University of Singapore,Department of Civil and Environmental Engineering
[3] Singapore University of Technology and Design,undefined
[4] Shanghai Tunnel Eng.Co. Ltc,undefined
来源
Acta Geotechnica | 2022年 / 17卷
关键词
Convolutional neural network; CPT data; Machine learning; Random field; Spatial variability; Scale of fluctuation;
D O I
暂无
中图分类号
学科分类号
摘要
The scale of fluctuation (SOF) is the critical parameter to describe the soil spatial variability, which significantly influences the embedded geostructures. Due to the limited data in the horizontal direction, horizontal SOF estimation is relatively challenging and not well studied yet. This paper aims to develop an efficient convolutional neural network (CNN)-based approach for estimating the horizontal SOF by coupling random field and limited CPT data. Two or three columns (i.e. pseudo-CPT) were selected from the simulated 2D random field with prescribed SOF at the same spacing and combined into a two-dimensional matrix as input data to train the CNN model, namely CNN2 and CNN3 models. The dataset of CNN2 and CNN3 models contains 196,670 and 149,420 samples. Results on the training and testing datasets show that the trained CNN model has a good estimation performance as the mean squared error value is less than 0.1 and the correlation coefficient value is larger than 0.99. The effectiveness of trained CNN models was further verified by the new simulated CPT data with untrained SOF from the random field and CPT data from real site in Hollywood, South Carolina. The excellent agreement indicates that the trained CNN model has the ability to capture the horizontal SOF for limited CPT data from the actual project. Finally, the collected CPT data from the Shanghai site was applied for application. The COV of the estimated results of CNN3 and CNN2 models for the Shanghai site is 0.09 and 0.40, indicating the estimation performance of the CNN3 model has less variability than the CNN2 model. The proposed method provides the potential to characterize the soil spatial variability using very limited CPT data.
引用
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页码:1129 / 1145
页数:16
相关论文
共 239 条
  • [1] Abdeljaber O(2018)1-D CNNs for structural damage detection: verification on a structural health monitoring benchmark data Neurocomputing 275 1308-1317
  • [2] Avci O(2016)Evaluation of spatial soil variability in the Pearl River Estuary using CPTU data Soils Found 56 496-505
  • [3] Kiranyaz MS(2017)Spatial variability of CPT parameters and silty fines in liquefiable beach sands J Geotech Geoenviron Eng 143 4017093-276
  • [4] Boashash B(2018)Effect of cone penetration conditioning on random field model parameters and impact of spatial variability on liquefaction-induced differential settlements J Geotech Geoenviron Eng 144 4018018-289
  • [5] Sodano H(2020)Scale of fluctuation for spatially varying soils: estimation methods and values ASCE-ASME J Risk Uncertain Eng Syst Part A Civ Eng 6 03120002-72
  • [6] Inman DJ(2013)Bayesian approach for probabilistic site characterization using cone penetration tests J Geotech Geoenviron Eng 139 267-269
  • [7] Bombasaro E(2019)Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties Tunn Undergr Space Technol 88 276-298
  • [8] Kasper T(2021)Influence of spatial variability on the uniaxial compressive responses of rock pillar based on 3D random field ASCE-ASME J Risk Uncertain Eng Syst Part A Civ Eng 7 04021035-1608
  • [9] Bong T(2021)Automated extraction and evaluation of fracture trace maps from rock tunnel face images via deep learning Int J Rock Mech Min Sci 142 61-384
  • [10] Stuedlein AW(2018)Risk assessment of slope failure considering the variability in soil properties Comput Geotech 103 264-208