Identifying rock blocks based on exact arithmetic
This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is de...
Ausführliche Beschreibung
Autor*in: |
Zheng, Yinhe [verfasserIn] Xia, Lu [verfasserIn] Yu, Qingchun [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2016 |
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Schlagwörter: |
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Übergeordnetes Werk: |
Enthalten in: International journal of rock mechanics and mining sciences - Oxford : Pergamon, 1964, 86, Seite 80-90 |
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Übergeordnetes Werk: |
volume:86 ; pages:80-90 |
DOI / URN: |
10.1016/j.ijrmms.2016.03.020 |
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Katalog-ID: |
ELV000745782 |
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245 | 1 | 0 | |a Identifying rock blocks based on exact arithmetic |
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520 | |a This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. | ||
650 | 4 | |a Rock block identification | |
650 | 4 | |a Exact arithmetic | |
650 | 4 | |a Geometrical errors | |
650 | 4 | |a Element block | |
700 | 1 | |a Xia, Lu |e verfasserin |4 aut | |
700 | 1 | |a Yu, Qingchun |e verfasserin |4 aut | |
773 | 0 | 8 | |i Enthalten in |t International journal of rock mechanics and mining sciences |d Oxford : Pergamon, 1964 |g 86, Seite 80-90 |h Online-Ressource |w (DE-627)320571629 |w (DE-600)2016557-2 |w (DE-576)096806664 |x 1873-4545 |7 nnns |
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2016 |
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38.58 57.00 |
publishDate |
2016 |
allfields |
10.1016/j.ijrmms.2016.03.020 doi (DE-627)ELV000745782 (ELSEVIER)S1365-1609(16)30048-X DE-627 ger DE-627 rda eng 690 550 DE-600 38.58 bkl 57.00 bkl Zheng, Yinhe verfasserin aut Identifying rock blocks based on exact arithmetic 2016 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. Rock block identification Exact arithmetic Geometrical errors Element block Xia, Lu verfasserin aut Yu, Qingchun verfasserin aut Enthalten in International journal of rock mechanics and mining sciences Oxford : Pergamon, 1964 86, Seite 80-90 Online-Ressource (DE-627)320571629 (DE-600)2016557-2 (DE-576)096806664 1873-4545 nnns volume:86 pages:80-90 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 38.58 Geomechanik 57.00 Bergbau: Allgemeines AR 86 80-90 |
spelling |
10.1016/j.ijrmms.2016.03.020 doi (DE-627)ELV000745782 (ELSEVIER)S1365-1609(16)30048-X DE-627 ger DE-627 rda eng 690 550 DE-600 38.58 bkl 57.00 bkl Zheng, Yinhe verfasserin aut Identifying rock blocks based on exact arithmetic 2016 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. Rock block identification Exact arithmetic Geometrical errors Element block Xia, Lu verfasserin aut Yu, Qingchun verfasserin aut Enthalten in International journal of rock mechanics and mining sciences Oxford : Pergamon, 1964 86, Seite 80-90 Online-Ressource (DE-627)320571629 (DE-600)2016557-2 (DE-576)096806664 1873-4545 nnns volume:86 pages:80-90 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 38.58 Geomechanik 57.00 Bergbau: Allgemeines AR 86 80-90 |
allfields_unstemmed |
10.1016/j.ijrmms.2016.03.020 doi (DE-627)ELV000745782 (ELSEVIER)S1365-1609(16)30048-X DE-627 ger DE-627 rda eng 690 550 DE-600 38.58 bkl 57.00 bkl Zheng, Yinhe verfasserin aut Identifying rock blocks based on exact arithmetic 2016 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. Rock block identification Exact arithmetic Geometrical errors Element block Xia, Lu verfasserin aut Yu, Qingchun verfasserin aut Enthalten in International journal of rock mechanics and mining sciences Oxford : Pergamon, 1964 86, Seite 80-90 Online-Ressource (DE-627)320571629 (DE-600)2016557-2 (DE-576)096806664 1873-4545 nnns volume:86 pages:80-90 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 38.58 Geomechanik 57.00 Bergbau: Allgemeines AR 86 80-90 |
allfieldsGer |
10.1016/j.ijrmms.2016.03.020 doi (DE-627)ELV000745782 (ELSEVIER)S1365-1609(16)30048-X DE-627 ger DE-627 rda eng 690 550 DE-600 38.58 bkl 57.00 bkl Zheng, Yinhe verfasserin aut Identifying rock blocks based on exact arithmetic 2016 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. Rock block identification Exact arithmetic Geometrical errors Element block Xia, Lu verfasserin aut Yu, Qingchun verfasserin aut Enthalten in International journal of rock mechanics and mining sciences Oxford : Pergamon, 1964 86, Seite 80-90 Online-Ressource (DE-627)320571629 (DE-600)2016557-2 (DE-576)096806664 1873-4545 nnns volume:86 pages:80-90 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 38.58 Geomechanik 57.00 Bergbau: Allgemeines AR 86 80-90 |
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10.1016/j.ijrmms.2016.03.020 doi (DE-627)ELV000745782 (ELSEVIER)S1365-1609(16)30048-X DE-627 ger DE-627 rda eng 690 550 DE-600 38.58 bkl 57.00 bkl Zheng, Yinhe verfasserin aut Identifying rock blocks based on exact arithmetic 2016 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. Rock block identification Exact arithmetic Geometrical errors Element block Xia, Lu verfasserin aut Yu, Qingchun verfasserin aut Enthalten in International journal of rock mechanics and mining sciences Oxford : Pergamon, 1964 86, Seite 80-90 Online-Ressource (DE-627)320571629 (DE-600)2016557-2 (DE-576)096806664 1873-4545 nnns volume:86 pages:80-90 GBV_USEFLAG_U SYSFLAG_U GBV_ELV SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4313 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4393 38.58 Geomechanik 57.00 Bergbau: Allgemeines AR 86 80-90 |
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International journal of rock mechanics and mining sciences |
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identifying rock blocks based on exact arithmetic |
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Identifying rock blocks based on exact arithmetic |
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This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. |
abstractGer |
This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. |
abstract_unstemmed |
This paper presents a block identification method for jointed rock masses that is based on exact arithmetic. Block structures are constructed accurately without introducing rounding errors, and therefore the robustness of the block identification algorithm is guaranteed. A rational number type is defined and the basic arithmetic operations of the rational numbers are implemented exactly. Thus, the degenerated geometries can be handled without special measures and accurate modeling results can be obtained even if the fractures are densely packed. In order to ensure the efficiency of the proposed method, floating-point filters and lazy evaluation strategy are used in this study to avoid unnecessary exact computations. The fractures can be either planer or curved and the only limitation to the shape and size of the resulting blocks is the available memory of the host system. Several examples are given to demonstrate the capability and performance of this method. |
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