Development of discontinuous deformation analysis for dynamic analysis of rock mass
Discontinuous Deformation Analysis (DDA) is selected as an advanced numerical method to study the response of rock mass under dynamic loads. The basic concept and theory of the DDA are studied and the unique features of the DDA method to solve the rock mass problems are discussed. Some new subroutin...
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sg-ntu-dr.10356-120712023-03-03T19:38:02Z Development of discontinuous deformation analysis for dynamic analysis of rock mass Gu, Jiong Zhao Zhiye School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Discontinuous Deformation Analysis (DDA) is selected as an advanced numerical method to study the response of rock mass under dynamic loads. The basic concept and theory of the DDA are studied and the unique features of the DDA method to solve the rock mass problems are discussed. Some new subroutines and modifications have been added to the original DDA code to extend its applications. A stress recovery procedure is proposed to improve the stress accuracy over the block-interface. Simulations of the rock mass with underground blast loading and rock mass in scaled blast load test are carried out respectively. Some preliminary understanding and interpretation to the simulation results are given. MASTER OF ENGINEERING (CEE) 2008-09-25T06:36:12Z 2008-09-25T06:36:12Z 2006 2006 Thesis Gu, J. (2006). Development of discontinuous deformation analysis for dynamic analysis of rock mass. Master’s thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12071 10.32657/10356/12071 en Nanyang Technological University 157 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Geotechnical Gu, Jiong Development of discontinuous deformation analysis for dynamic analysis of rock mass |
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Discontinuous Deformation Analysis (DDA) is selected as an advanced numerical method to study the response of rock mass under dynamic loads. The basic concept and theory of the DDA are studied and the unique features of the DDA method to solve the rock mass problems are discussed. Some new subroutines and modifications have been added to the original DDA code to extend its applications. A stress recovery procedure is proposed to improve the stress accuracy over the block-interface. Simulations of the rock mass with underground blast loading and rock mass in scaled blast load test are carried out respectively. Some preliminary understanding and interpretation to the simulation results are given. |
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Zhao Zhiye |
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Zhao Zhiye Gu, Jiong |
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Theses and Dissertations |
author |
Gu, Jiong |
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Gu, Jiong |
title |
Development of discontinuous deformation analysis for dynamic analysis of rock mass |
title_short |
Development of discontinuous deformation analysis for dynamic analysis of rock mass |
title_full |
Development of discontinuous deformation analysis for dynamic analysis of rock mass |
title_fullStr |
Development of discontinuous deformation analysis for dynamic analysis of rock mass |
title_full_unstemmed |
Development of discontinuous deformation analysis for dynamic analysis of rock mass |
title_sort |
development of discontinuous deformation analysis for dynamic analysis of rock mass |
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2008 |
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https://hdl.handle.net/10356/12071 |
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1759857977011994624 |