Numerical simulation on rock dynamic failure by considering heterogeneity effect
Dynamic compressive and tensile failure behaviors of heterogeneous rock-like materials are numerically investigated using SPH method.
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2008
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sg-ntu-dr.10356-122202023-03-03T19:16:15Z Numerical simulation on rock dynamic failure by considering heterogeneity effect Dong, Aiai Ma Guowei School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical Dynamic compressive and tensile failure behaviors of heterogeneous rock-like materials are numerically investigated using SPH method. MASTER OF ENGINEERING (CEE) 2008-09-25T06:40:41Z 2008-09-25T06:40:41Z 2006 2006 Thesis Dong, A. (2006). Numerical simulation on rock dynamic failure by considering heterogeneity effect. Master’s thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/12220 10.32657/10356/12220 en Nanyang Technological University 181 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Geotechnical Dong, Aiai Numerical simulation on rock dynamic failure by considering heterogeneity effect |
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Dynamic compressive and tensile failure behaviors of heterogeneous rock-like materials are numerically investigated using SPH method. |
author2 |
Ma Guowei |
author_facet |
Ma Guowei Dong, Aiai |
format |
Theses and Dissertations |
author |
Dong, Aiai |
author_sort |
Dong, Aiai |
title |
Numerical simulation on rock dynamic failure by considering heterogeneity effect |
title_short |
Numerical simulation on rock dynamic failure by considering heterogeneity effect |
title_full |
Numerical simulation on rock dynamic failure by considering heterogeneity effect |
title_fullStr |
Numerical simulation on rock dynamic failure by considering heterogeneity effect |
title_full_unstemmed |
Numerical simulation on rock dynamic failure by considering heterogeneity effect |
title_sort |
numerical simulation on rock dynamic failure by considering heterogeneity effect |
publishDate |
2008 |
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https://hdl.handle.net/10356/12220 |
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1759854650447626240 |