000 03371nam a22005175i 4500
001 978-3-540-26339-5
003 DE-He213
005 20161121230819.0
007 cr nn 008mamaa
008 100301s2005 gw | s |||| 0|eng d
020 _a9783540263395
_9978-3-540-26339-5
024 7 _a10.1007/b137431
_2doi
050 4 _aQE601-613.5
050 4 _aQE500-639.5
072 7 _aRBGD
_2bicssc
072 7 _aSCI031000
_2bisacsh
082 0 4 _a551.8
_223
100 1 _aPaterson, Mervyn S.
_eauthor.
245 1 0 _aExperimental Rock Deformation — The Brittle Field
_h[electronic resource] /
_cby Mervyn S. Paterson, Teng-fong Wong.
250 _aSecond, Completely Revised and Updated Edition.
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg,
_c2005.
300 _aX, 348 p. 87 illus.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
505 0 _aExperimental Procedures -- Experimental Studies on the Brittle Fracture Stress -- Griffith Theory of Brittle Failure -- Evolution of Physical Properties during Brittle Failure -- Micromechanics of Brittle Fracture -- The Role of Pore Fluids -- Friction and Sliding Phenomena -- Brittle-Ductile Transition.
520 _aThis monograph deals with the part of the field of experimental rock deformation that is dominated by the phenomena of brittle fracture on one scale or another. Thus a distinction has been drawn between the fields of brittle and ductile behaviour in rock, corresponding more or less to a distinction between the phenomena of fracture and flow. The last chapter deals with the transition between the two fields. In this new edition an attempt has been made to take into account new developments of the last two and a half decades. To assist in this project, the original author greatly appre- ates being joined by the second author. The scope of the monograph is limited to the mechanical properties of rock viewed as a material on the laboratory scale. Thus, the topic and approach is of a “materials science” kind rather than of a “structures” kind. We are dealing with only one part of the wider field of rock mechanics, a field which also includes structural or boundary value problems, for example, those of the stability of slopes, the collapse of mine openings, earthquakes, the folding of stratified rock, and the convective motion of the Earth’s mantle. One topic thus excluded is the role of jointing, which it is commonly necessary to take into account in applications in engineering and mining, and pr- ably often in geology too. Shock phenomena have also not been covered.
650 0 _aEarth sciences.
650 0 _aGeology.
650 0 _aStructural geology.
650 0 _aMineralogy.
650 0 _aGeotechnical engineering.
650 1 4 _aEarth Sciences.
650 2 4 _aStructural Geology.
650 2 4 _aGeotechnical Engineering & Applied Earth Sciences.
650 2 4 _aMineralogy.
650 2 4 _aGeology.
700 1 _aWong, Teng-fong.
_eauthor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783540240235
856 4 0 _uhttp://dx.doi.org/10.1007/b137431
912 _aZDB-2-EES
950 _aEarth and Environmental Science (Springer-11646)
999 _c504360
_d504360