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Stochastic Simulation and Analysis of Geological Corrosion Defects in Dam Foundation

Stochastic Simulation and Analysis of Geological Corrosion Defects in Dam Foundation
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摘要 Uncertainty in geological structural modeling, especially geological corrosion(a kind of karst cave), is a bottleneck that restricts the development and application of geological computer modeling and effect estimation. To solve this issue, a stochastic modeling method based on the random field theory is proposed in comparison with the deterministic geometric modeling method. Then the constraint random field modeling method and the random field modeling method without constrained parameters are compared and analyzed. A case study shows that the novel stochastic simulation method is an effective tool to describe the distribution characteristics of corrosion parameters and reflect the updated geological prospecting information. The influence of geological corrosion on the dam behavior can also be better analyzed by using the stochastic simulation method. At the same time, the unconfined random field ignores the sample location information and may lead to higher variability. Therefore, the constraint random field modeling method can provide a useful reference for the numerical analysis under complex geological conditions. Uncertainty in geological structural modeling, especially geological corrosion (a kind of karst cave), is a bottleneck that restricts the development and application of geological computer modeling and effect estimation. To solve this issue, a stochastic modeling method based on the random field theory is proposed in comparison with the deterministic geometric modeling method. Then the constraint random field modeling method and the random field modeling method without constrained parameters are compared and analyzed. A case study shows that the novel stochastic simulation method is an effective tool to describe the distribution characteristics of corrosion pa- rameters and reflect the updated geological prospecting information. The influence of geological corrosion on the dam behavior can also be better analyzed by using the stochastic simulation method. At the same time, the unconfined random field ignores the sample location information and may lead to higher variability. Therefore, the constraint random field modeling method can provide a useful reference for the numerical analysis under complex geo- logical conditions.
出处 《Transactions of Tianjin University》 EI CAS 2016年第4期324-333,共10页 天津大学学报(英文版)
基金 Supported by Tianjin Youth Research Program of Application Foundation and Advanced Technology(No.15JCQNJC08000) the National Natural Science Foundation of China(No.51509182) the Foundation for Innovative Research Groups of the National Natural Science Foundation of China(No.51321065) Open Foundation from State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University(No.2014491211)
关键词 hydraulic structure computer modeling geological corrosion stochastic simulation random field theory hydraulic structure computer modeling geological corrosion stochastic simulation random fieldtheory
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