001469406 000__ 04359cam\\2200673\i\4500
001469406 001__ 1469406
001469406 003__ OCoLC
001469406 005__ 20230802011203.0
001469406 006__ m\\\\\o\\d\\\\\\\\
001469406 007__ cr\cn\nnnunnun
001469406 008__ 230614s2023\\\\si\a\\\\ob\\\\000\0\eng\d
001469406 019__ $$a1389484774
001469406 020__ $$a9789819904983$$q(electronic bk.)
001469406 020__ $$a9819904986$$q(electronic bk.)
001469406 020__ $$z9789819905003
001469406 020__ $$z9789819904976
001469406 020__ $$z9819904978
001469406 0247_ $$a10.1007/978-981-99-0498-3$$2doi
001469406 035__ $$aSP(OCoLC)1382424479
001469406 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dYDX$$dOCLCF$$dYDX
001469406 049__ $$aISEA
001469406 050_4 $$aTA772
001469406 08204 $$a624.1/5$$223/eng/20230614
001469406 1001_ $$aChen, Jianhang,$$eauthor.
001469406 24510 $$aBond failure mechanism of fully grouted rock bolts /$$cJianhang Chen, Yongliang Li, Junwen Zhang.
001469406 264_1 $$aSingapore :$$bSpringer,$$c[2023]
001469406 264_4 $$c©2023
001469406 300__ $$a1 online resource (viii, 111 pages) :$$billustrations (some color).
001469406 336__ $$atext$$btxt$$2rdacontent
001469406 337__ $$acomputer$$bc$$2rdamedia
001469406 338__ $$aonline resource$$bcr$$2rdacarrier
001469406 4901_ $$aSpringerBriefs in applied sciences and technology,$$x2191-5318
001469406 504__ $$aIncludes bibliographical references.
001469406 5050_ $$aIntroduction -- Analysis on the shear stress propagation mechanism in the rock reinforcement system -- Numerical simulation of the shear behaviour of cement grout -- Analytical modelling to study the load transfer performance of fully grouted rock bolts -- Analytical studying the confining medium diameter impact on load-carrying capacity of rock bolts -- Studying the bond performance of fully grouted rock bolts based on the variable controlling -- Analytical modelling rock bolts with a closed non-linear model.
001469406 5060_ $$aOpen access$$5GW5XE
001469406 520__ $$aThe purpose of writing this book is to provide the latest research findings in ground control techniques in mining engineering, especially the rock bolting techniques. Since rock bolts are widely used in mining engineering and civil engineering, they are significant in guaranteeing the safety of underground openings. However, instability issues still occur with the rock bolting technique. Therefore, it is valuable to understand the exact load transfer mechanism of rock bolts. This book summarised the recent research work regarding rock bolting conducted by the authors. It is valuable for the readers to fully understand the reinforcing mechanism of fully grouted rock bolts. This book focuses on the bond failure mode of fully grouted rock bolts, which is the most widely encountered failure mode in rock bolting. Different investigation approaches are used in this book, including numerical simulation, analytical modelling and experimental tests. Therefore, this book conducts a comprehensive study to reveal the bond failure process of fully grouted rock bolts. Moreover, it reveals the corresponding bond failure mechanism. Therefore, it helps the reads to fully understand the bond failure mechanism of rock bolting. Moreover, it helps the readers to develop new approaches and methods to prevent failure of the rock bolting system. This is an open access book.
001469406 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed June 14, 2023).
001469406 650_0 $$aRock bolts.
001469406 650_0 $$aGrout (Mortar)
001469406 650_0 $$aStructural failures.
001469406 655_0 $$aElectronic books.
001469406 7001_ $$aLi, Yongliang,$$eauthor.
001469406 7001_ $$aZhang, Junwen,$$eauthor.
001469406 77608 $$iPrint version: $$z9819904978$$z9789819904976$$w(OCoLC)1365056330
001469406 830_0 $$aSpringerBriefs in applied sciences and technology.$$x2191-5318
001469406 852__ $$bebk
001469406 85640 $$3Springer Nature$$uhttps://link.springer.com/10.1007/978-981-99-0498-3$$zOnline Access$$91397441.2
001469406 909CO $$ooai:library.usi.edu:1469406$$pGLOBAL_SET
001469406 980__ $$aBIB
001469406 980__ $$aEBOOK
001469406 982__ $$aEbook
001469406 983__ $$aOnline
001469406 994__ $$a92$$bISE