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An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression
Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted....
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Published in: | Rock mechanics and rock engineering 2014-11, Vol.47 (6), p.1961-1986 |
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container_end_page | 1986 |
container_issue | 6 |
container_start_page | 1961 |
container_title | Rock mechanics and rock engineering |
container_volume | 47 |
creator | Zhou, X. P. Cheng, H. Feng, Y. F. |
description | Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted. In the present work, experiments on rock-like materials (formed from a mixture of sand, plaster, limestone and water at mass ratio of 126:9:9:16) containing multiple flaws subjected to uniaxial compression were conducted to further research the effects of the layout of pre-existing flaws on mechanical properties, crack initiation modes and crack coalescence types. Compared with previous experiments in which only three types of cracks were found, the present experiments on specimens containing multiple flaws under uniaxial compression revealed five types of cracks, including wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane tensile cracks and out-of-plane shear cracks. Ten types of crack coalescence occurred through linkage among wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane shear cracks and out-of-plane tensile cracks. Moreover, the effects of the non-overlapping length and flaw angle on the complete stress–strain curves, the stress of crack initiation, the peak strength, the peak strain and the elastic modulus were also investigated in detail. |
doi_str_mv | 10.1007/s00603-013-0511-7 |
format | article |
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P. ; Cheng, H. ; Feng, Y. F.</creator><creatorcontrib>Zhou, X. P. ; Cheng, H. ; Feng, Y. F.</creatorcontrib><description>Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted. In the present work, experiments on rock-like materials (formed from a mixture of sand, plaster, limestone and water at mass ratio of 126:9:9:16) containing multiple flaws subjected to uniaxial compression were conducted to further research the effects of the layout of pre-existing flaws on mechanical properties, crack initiation modes and crack coalescence types. Compared with previous experiments in which only three types of cracks were found, the present experiments on specimens containing multiple flaws under uniaxial compression revealed five types of cracks, including wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane tensile cracks and out-of-plane shear cracks. Ten types of crack coalescence occurred through linkage among wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane shear cracks and out-of-plane tensile cracks. Moreover, the effects of the non-overlapping length and flaw angle on the complete stress–strain curves, the stress of crack initiation, the peak strength, the peak strain and the elastic modulus were also investigated in detail.</description><identifier>ISSN: 0723-2632</identifier><identifier>EISSN: 1434-453X</identifier><identifier>DOI: 10.1007/s00603-013-0511-7</identifier><identifier>CODEN: RMREDX</identifier><language>eng</language><publisher>Vienna: Springer Vienna</publisher><subject>Applied sciences ; Building failures (cracks, physical changes, etc.) ; Buildings. Public works ; Civil Engineering ; Coalescence ; Coalescing ; Compressing ; Crack initiation ; Cracks ; Defects ; Durability. Pathology. Repairing. Maintenance ; Earth and Environmental Science ; Earth Sciences ; Exact sciences and technology ; Fracture mechanics ; Geological engineering ; Geophysics/Geodesy ; Geotechnics ; Limestone ; Mechanical properties ; Original Paper ; Rocks ; Sand ; Soil mechanics. Rocks mechanics ; Strain ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Stress-strain curves ; Structural analysis. Stresses</subject><ispartof>Rock mechanics and rock engineering, 2014-11, Vol.47 (6), p.1961-1986</ispartof><rights>Springer-Verlag Wien 2013</rights><rights>2015 INIST-CNRS</rights><rights>Springer-Verlag Wien 2014</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a472t-db96e052df77cc2b74b1c53ce1da9b24d8a7cc61ff3ee2a7255c770ed2abe9e63</citedby><cites>FETCH-LOGICAL-a472t-db96e052df77cc2b74b1c53ce1da9b24d8a7cc61ff3ee2a7255c770ed2abe9e63</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=28892710$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Zhou, X. P.</creatorcontrib><creatorcontrib>Cheng, H.</creatorcontrib><creatorcontrib>Feng, Y. F.</creatorcontrib><title>An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression</title><title>Rock mechanics and rock engineering</title><addtitle>Rock Mech Rock Eng</addtitle><description>Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted. In the present work, experiments on rock-like materials (formed from a mixture of sand, plaster, limestone and water at mass ratio of 126:9:9:16) containing multiple flaws subjected to uniaxial compression were conducted to further research the effects of the layout of pre-existing flaws on mechanical properties, crack initiation modes and crack coalescence types. Compared with previous experiments in which only three types of cracks were found, the present experiments on specimens containing multiple flaws under uniaxial compression revealed five types of cracks, including wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane tensile cracks and out-of-plane shear cracks. Ten types of crack coalescence occurred through linkage among wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane shear cracks and out-of-plane tensile cracks. Moreover, the effects of the non-overlapping length and flaw angle on the complete stress–strain curves, the stress of crack initiation, the peak strength, the peak strain and the elastic modulus were also investigated in detail.</description><subject>Applied sciences</subject><subject>Building failures (cracks, physical changes, etc.)</subject><subject>Buildings. Public works</subject><subject>Civil Engineering</subject><subject>Coalescence</subject><subject>Coalescing</subject><subject>Compressing</subject><subject>Crack initiation</subject><subject>Cracks</subject><subject>Defects</subject><subject>Durability. Pathology. Repairing. Maintenance</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Exact sciences and technology</subject><subject>Fracture mechanics</subject><subject>Geological engineering</subject><subject>Geophysics/Geodesy</subject><subject>Geotechnics</subject><subject>Limestone</subject><subject>Mechanical properties</subject><subject>Original Paper</subject><subject>Rocks</subject><subject>Sand</subject><subject>Soil mechanics. Rocks mechanics</subject><subject>Strain</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Stress-strain curves</subject><subject>Structural analysis. Stresses</subject><issn>0723-2632</issn><issn>1434-453X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNp1kU9r3DAQxUVpodu0H6A3QSn04lT_bNnHdEmawIZC00BvYiyPU2W9sivZbXLLR88sG0op9CAJZn7vMaPH2FspjqUQ9mMWohK6EJJOKWVhn7GVNNoUptTfn7OVsEoXqtLqJXuV860Q1LT1ij2cRH56N2EKO4wzDPxqXrp7PvZ8ncBv-XqEAbPH6JF_wh_wK4xL4iHyr6PfFpuwRX4JM8lhyASTRYgh3vDLZZjDNCA_G-B35texw0R3gDsiCdxNCXMOY3zNXvSkxTdP7xG7Pjv9tj4vNl8-X6xPNgUYq-aia5sKRam63lrvVWtNK32pPcoOmlaZrgaqV7LvNaICq8rSWyuwU9Big5U-Yh8OvlMafy6YZ7cLtNcwQMRxyU5WRilTK7VH3_2D3tLSkaYjSlordWkaouSB8mnMOWHvJvpESPdOCrfPxB0ycZSJ22fiLGnePzlD9jD0CaIP-Y9Q1XWjrBTEqQOXqRVvMP01wX_NHwFpc51V</recordid><startdate>20141101</startdate><enddate>20141101</enddate><creator>Zhou, X. P.</creator><creator>Cheng, H.</creator><creator>Feng, Y. 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P. ; Cheng, H. ; Feng, Y. F.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a472t-db96e052df77cc2b74b1c53ce1da9b24d8a7cc61ff3ee2a7255c770ed2abe9e63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Applied sciences</topic><topic>Building failures (cracks, physical changes, etc.)</topic><topic>Buildings. Public works</topic><topic>Civil Engineering</topic><topic>Coalescence</topic><topic>Coalescing</topic><topic>Compressing</topic><topic>Crack initiation</topic><topic>Cracks</topic><topic>Defects</topic><topic>Durability. Pathology. Repairing. Maintenance</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Exact sciences and technology</topic><topic>Fracture mechanics</topic><topic>Geological engineering</topic><topic>Geophysics/Geodesy</topic><topic>Geotechnics</topic><topic>Limestone</topic><topic>Mechanical properties</topic><topic>Original Paper</topic><topic>Rocks</topic><topic>Sand</topic><topic>Soil mechanics. Rocks mechanics</topic><topic>Strain</topic><topic>Strength of materials (elasticity, plasticity, buckling, etc.)</topic><topic>Stress-strain curves</topic><topic>Structural analysis. Stresses</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhou, X. P.</creatorcontrib><creatorcontrib>Cheng, H.</creatorcontrib><creatorcontrib>Feng, Y. 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P.</au><au>Cheng, H.</au><au>Feng, Y. F.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression</atitle><jtitle>Rock mechanics and rock engineering</jtitle><stitle>Rock Mech Rock Eng</stitle><date>2014-11-01</date><risdate>2014</risdate><volume>47</volume><issue>6</issue><spage>1961</spage><epage>1986</epage><pages>1961-1986</pages><issn>0723-2632</issn><eissn>1434-453X</eissn><coden>RMREDX</coden><abstract>Experiments on man-made flawed rock-like materials are applied extensively to study the mechanical behaviour of rock masses as well as crack initiation modes and crack coalescence types. A large number of experiments on specimens containing two or three pre-existing flaws were previously conducted. In the present work, experiments on rock-like materials (formed from a mixture of sand, plaster, limestone and water at mass ratio of 126:9:9:16) containing multiple flaws subjected to uniaxial compression were conducted to further research the effects of the layout of pre-existing flaws on mechanical properties, crack initiation modes and crack coalescence types. Compared with previous experiments in which only three types of cracks were found, the present experiments on specimens containing multiple flaws under uniaxial compression revealed five types of cracks, including wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane tensile cracks and out-of-plane shear cracks. Ten types of crack coalescence occurred through linkage among wing cracks, quasi-coplanar secondary cracks, oblique secondary cracks, out-of-plane shear cracks and out-of-plane tensile cracks. Moreover, the effects of the non-overlapping length and flaw angle on the complete stress–strain curves, the stress of crack initiation, the peak strength, the peak strain and the elastic modulus were also investigated in detail.</abstract><cop>Vienna</cop><pub>Springer Vienna</pub><doi>10.1007/s00603-013-0511-7</doi><tpages>26</tpages></addata></record> |
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subjects | Applied sciences Building failures (cracks, physical changes, etc.) Buildings. Public works Civil Engineering Coalescence Coalescing Compressing Crack initiation Cracks Defects Durability. Pathology. Repairing. Maintenance Earth and Environmental Science Earth Sciences Exact sciences and technology Fracture mechanics Geological engineering Geophysics/Geodesy Geotechnics Limestone Mechanical properties Original Paper Rocks Sand Soil mechanics. Rocks mechanics Strain Strength of materials (elasticity, plasticity, buckling, etc.) Stress-strain curves Structural analysis. Stresses |
title | An Experimental Study of Crack Coalescence Behaviour in Rock-Like Materials Containing Multiple Flaws Under Uniaxial Compression |
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