LEADER 04372nam 22006255 450 001 9910299426203321 005 20200705021444.0 010 $a3-662-47303-8 024 7 $a10.1007/978-3-662-47303-0 035 $a(CKB)3710000000422091 035 $a(EBL)2095733 035 $a(SSID)ssj0001525120 035 $a(PQKBManifestationID)11869902 035 $a(PQKBTitleCode)TC0001525120 035 $a(PQKBWorkID)11496979 035 $a(PQKB)10853831 035 $a(DE-He213)978-3-662-47303-0 035 $a(MiAaPQ)EBC2095733 035 $z(PPN)258864842 035 $a(PPN)186397674 035 $a(EXLCZ)993710000000422091 100 $a20150605d2015 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aStrength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures$b[electronic resource] /$fby Sheng-Qi Yang 205 $a1st ed. 2015. 210 1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer,$d2015. 215 $a1 online resource (258 p.) 225 1 $aSpringer Environmental Science and Engineering,$x2194-3214 300 $aDescription based upon print version of record. 311 $a3-662-47302-X 320 $aIncludes bibliographical references at the end of each chapters. 327 $aIntroduction -- Experimental investigation on strength failure and crack evolution behavior of brittle sandstone containing a single fissure -- Experimental investigation on crack evolution behavior of brittle sandstone containing two coplanar fissures in the process of deformation failure -- Experimental investigation on fracture evolution behavior of brittle sandstone containing three fissures -- Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments -- Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression. 330 $aThis book has following unique features that distinguish it from other works from the same area: 1) Investigates the influence of fissure geometry on strength failure and crack evolution behaviour of real rock material; 2) Analyzes the effect of pre-experiment high-temperature treatment on fracture mechanical behaviour of rock material with a single fissure or two parallel fissures; 3) Compares quantitatively simulated results using discrete element modelling and experimental results of fracture mechanical behaviour of rock material with two fissures; 4) Constructs the relationship between crack evolution processes and acoustic emission distribution of pre-fissured rock material under entire deformation; and 5) Discusses the crack evolution mechanism of pre-fissured rock material with respect to different confining pressures. This book can become the reference for technicians in the field of geotechnical engineering, mining engineering and geology engineering. At the same time, this book can be regarded as a good reference for scientific researchers carrying out fissured rock mechanics and correlated specialties. 410 0$aSpringer Environmental Science and Engineering,$x2194-3214 606 $aGeotechnical engineering 606 $aCivil engineering 606 $aGeotechnical Engineering & Applied Earth Sciences$3https://scigraph.springernature.com/ontologies/product-market-codes/G37010 606 $aCivil Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/T23004 615 0$aGeotechnical engineering. 615 0$aCivil engineering. 615 14$aGeotechnical Engineering & Applied Earth Sciences. 615 24$aCivil Engineering. 676 $a624.15132 700 $aYang$b Sheng-Qi$4aut$4http://id.loc.gov/vocabulary/relators/aut$01059040 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910299426203321 996 $aStrength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures$92503766 997 $aUNINA