Discrete element modelling of jointed rock masses under dynamic loading

The discrete element method (DEM) is an effective numerical approach to solve discontinuous problems such as jointed rock masses. It has been widely used to model static problems, for example, rock slope, underground excavation and support. However, the application of the DEM in dynamic problems esp...

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Main Author: Chen, Shou Gen.
Other Authors: Zhao, Jian
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12023
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-120232023-03-03T19:31:11Z Discrete element modelling of jointed rock masses under dynamic loading Chen, Shou Gen. Zhao, Jian School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical The discrete element method (DEM) is an effective numerical approach to solve discontinuous problems such as jointed rock masses. It has been widely used to model static problems, for example, rock slope, underground excavation and support. However, the application of the DEM in dynamic problems especially in explosion problems is relatively new, because of difficulties in determining the dynamic material properties, the explosion loading and other influence factors. This study is intended to investigate the response of jointed rock masses under explosion loading by using the Universal Distinct Element Code (UDEC) and correlating with the field explosion test. Doctor of Philosophy (CSE) 2008-09-25T06:35:08Z 2008-09-25T06:35:08Z 1999 1999 Thesis http://hdl.handle.net/10356/12023 en Nanyang Technological University 239 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Chen, Shou Gen.
Discrete element modelling of jointed rock masses under dynamic loading
description The discrete element method (DEM) is an effective numerical approach to solve discontinuous problems such as jointed rock masses. It has been widely used to model static problems, for example, rock slope, underground excavation and support. However, the application of the DEM in dynamic problems especially in explosion problems is relatively new, because of difficulties in determining the dynamic material properties, the explosion loading and other influence factors. This study is intended to investigate the response of jointed rock masses under explosion loading by using the Universal Distinct Element Code (UDEC) and correlating with the field explosion test.
author2 Zhao, Jian
author_facet Zhao, Jian
Chen, Shou Gen.
format Theses and Dissertations
author Chen, Shou Gen.
author_sort Chen, Shou Gen.
title Discrete element modelling of jointed rock masses under dynamic loading
title_short Discrete element modelling of jointed rock masses under dynamic loading
title_full Discrete element modelling of jointed rock masses under dynamic loading
title_fullStr Discrete element modelling of jointed rock masses under dynamic loading
title_full_unstemmed Discrete element modelling of jointed rock masses under dynamic loading
title_sort discrete element modelling of jointed rock masses under dynamic loading
publishDate 2008
url http://hdl.handle.net/10356/12023
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