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Rock Dynamics [Hardback]

(University of the Ryukyus, Nishihara, Japan)
  • Formāts: Hardback, 462 pages, height x width: 246x174 mm, weight: 975 g
  • Sērija : ISRM Book Series
  • Izdošanas datums: 23-May-2017
  • Izdevniecība: CRC Press
  • ISBN-10: 113803228X
  • ISBN-13: 9781138032286
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Rock DynamicsPalielināt
  • Formāts: Hardback, 462 pages, height x width: 246x174 mm, weight: 975 g
  • Sērija : ISRM Book Series
  • Izdošanas datums: 23-May-2017
  • Izdevniecība: CRC Press
  • ISBN-10: 113803228X
  • ISBN-13: 9781138032286
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9781138032286.html
Keywords:
Rock dynamics has become one of the most important topics in the field of rock mechanics and rock engineering. The spectrum of rock dynamics is very wide and it includes the failure of rocks, rock masses and rock engineering structures such as rockbursting, spalling, popping, collapse, toppling, sliding, blasting, non-destructive testing, geophysical explorations, science and engineering of rocks and impacts. The book specifically covers fundamentals of rock dynamics, constitutive models, numerical analysis techniques, dynamic testing procedures, the multi-parameter responses and motions of rocks during fracturing or slippage in laboratory experiments, earthquakes and their strong motion characteristics and their effect on various rock structures such as foundations, underground structures, slopes, dynamic simulation of loading and excavation, blasting and its positive utilization in rock engineering, the phenomenon of rockburst in rock excavations, non-destructive testing of rockbolts and rock anchors and impacts by meteors or projectiles. The main goal of this book is to present a unified and complete treatise on Rock Dynamics and to represent a milestone in advancing the knowledge in this field and in leading to new techniques for experiments, analytical and numerical modelling as well as monitoring of dynamics of rocks and rock engineering structures.

Recenzijas

"The publication of this book is timely and welcome by the rock mechanics and rock engineering community.

The book is a good reference book for people involved in rock dynamics and earthquake geotechnical engineering. It will enlarge and deepen their knowledge to develop more efficient techniques in rock dynamics. The book is meant to be a reference book given its continued focus on practical solutions rather than basic fundamentals."

Prof. Giovanni Barla, Vice President of ISRM 1995-1999. Reviewed in the February 2018 issue of the Rock Mechanics and Rock Engineering Journal.

About the author xi
Acknowledgements xiii
1 Introduction 1(4)
2 Fundamental equations, constitutive laws and numerical methods 5(20)
2.1 Fundamental equations
5(1)
2.2 Constitutive laws for rocks
6(7)
2.2.1 Linear constitutive laws
6(1)
2.2.2 Non-linear behaviour (elasto-plasticity and elasto-visco-plasticity)
7(6)
2.3 Constitutive modeling of discontinuities
13(4)
2.4 Characterization of and constitutive modeling of rock mass
17(2)
2.5 Numerical methods
19(6)
3 Tests on dynamic responses of rocks and rock masses 25(20)
3.1 Dynamic uniaxial compression, Brazilian, triaxial (Hopkinson bar) test
25(5)
3.1.1 Dynamic uniaxial compression test
27(1)
3.1.2 Dynanlie tensile strength test (Brazilian, Notch, Slit)
27(2)
3.1.3 Dynamic triaxial compression test
29(1)
3.1.4 Rate dependency of deformation and strength characteristics of rocks
30(1)
3.2 Cyclic uniaxial compression, triaxial compression and shear tests
30(12)
3.2.1 Cyclic uniaxial compression test
31(1)
3.2.2 Cyclic tensile (Brazilian) test
32(1)
3.2.3 Cyclic triaxial compression test
33(1)
3.2.4 Cyclic shearing tests
34(1)
3.2.5 Dynamic shearing tests
34(8)
3.3 Conclusions
42(3)
4 Multi-parameter responses and strong motions induced by fracturing of geomaterials and slippage of discontinuities and faulting model tests 45(18)
4.1 Multi-parameter responses and strong motions induced by fracturing of rocks
45(8)
4.2 Strong motions induced in stick-slip tests
53(6)
4.3 Strong motions induced in model faulting experiments
59(4)
5 Ground motions due to earthquakes and estimation procedures 63(24)
5.1 Characteristics of earthquake faults
63(2)
5.2 Observations on strong motions and permanent deformations
65(4)
5.2.1 Observations on maximum ground accelerations
65(2)
5.2.2 Permanent ground deformation
67(2)
5.3 Strong motion estimations
69(7)
5.3.1 Empirical approach
69(4)
5.3.2 Green-function based empirical wave form estimation
73(1)
5.3.3 Numerical approaches
74(2)
5.4 Estimation of permanent surface deformation
76(11)
5.4.1 Observational surface deformation by GPS and ground surveying
79(1)
5.4.2 InSAR method
79(3)
5.4.3 EPS method
82(2)
5.4.4 Okada's method
84(2)
5.4.5 Numerical methods
86(1)
6 Dynamic responses and stability of rock foundations 87(22)
6.1 Model experiments on foundations
87(1)
6.2 Observations of damage to foundations by earthquakes
88(12)
6.2.1 Roadways and railways
89(1)
6.2.2 Bridges and viaducts
89(7)
6.2.3 Dams
96(1)
6.2.4 Power transmission lines
96(2)
6.2.5 Tubular structures
98(2)
6.3 Analytical and numerical studies on rock foundations
100(9)
6.3.1 Simplified techniques
100(4)
6.3.2 Pseudo-dynamic techniques
104(2)
6.3.3 Pure dynamic techniques
106(3)
7 Dynamic responses and stability of underground excavations in rock 109(38)
7.1 Ground motions in underground structures
109(1)
7.2 Model experiments on shallow underground openings
110(1)
7.3 Tunnels
111(4)
7.4 Observations on abandoned mines and quarries
115(12)
7.5 Underground powerhouses
127(1)
7.6 Empirical approaches
127(5)
7.7 Limiting equilibrium methods
132(4)
7.7.1 Shallow underground openings in discontinuous media
132(1)
7.7.2 Shallow room and pillar mines and shallow karstic caves
132(4)
7.8 Numerical methods
136(11)
8 Dynamic responses and stability of rock slopes 147(40)
8.1 Model tests
147(10)
8.2 Observations and case histories
157(14)
8.2.1 1995 Dinar earthquake wedge failures
159(1)
8.2.2 1999 Chi-Chi earthquake
159(3)
8.2.3 2004 Chuetsu earthquake
162(1)
8.2.4 2005 Kashmir earthquake
163(1)
8.2.5 2008 Wenchuan earthquake
164(3)
8.2.6 2008 Iwate-Miyagi intraplate earthquake
167(1)
8.2.7 Tascilar wedge failure due to the 2007 cameli earthquake
168(1)
8.2.8 2010 and 2011 New Zealand earthquakes
168(1)
8.2.9 2009 Padang-Pariaman earthquake
169(1)
8.2.10 2016 Kumamoto earthquakes
170(1)
8.3 Effects of tsunamis on rock slopes
171(3)
8.3.1 M9.3 2004 Aceh (Off-Sumatra) earthquake
171(1)
8.3.2 M9.0 2011 Great east Japan earthquake
171(3)
8.4 Empirical approaches for dynamic slope stability assessment
174(1)
8.5 Limiting equilibrium approaches
174(3)
8.6 Numerical methods
177(5)
8.6.1 Discrete Element Method (DEM)
177(2)
8.6.2 Displacement Discontinuity Analyses (DDA)
179(1)
8.6.3 Discrete Finite Element Method (DFEM)
179(3)
8.7 Estimations of post failure motions of slopes
182(5)
9 Dynamic responses and stability of historical structures and monuments 187(52)
9.1 Observations
187(23)
9.1.1 Examples from Turkey
187(9)
9.1.2 Examples from Japan
196(6)
9.1.3 Examples from Italy
202(3)
9.1.4 Examples from Egypt
205(2)
9.1.5 Examples from India
207(1)
9.1.6 Examples from Kashmir
208(1)
9.1.7 Examples from Portugal
208(2)
9.1.8 Examples from USA
210(1)
9.2 Model experiments on masonry structures
210(9)
9.2.1 Experiments on arches
211(1)
9.2.2 Experiments on pyramids
211(1)
9.2.3 Experiments on castle walls
212(1)
9.2.4 Experiments on retaining walls
213(1)
9.2.5 Experiments on houses
214(3)
9.2.6 Some special structures
217(2)
9.3 Limit equilibrium approaches
219(11)
9.3.1 Retaining walls
220(5)
9.3.2 Castle walls
225(2)
9.3.3 Arch bridge (Iedonchi)
227(3)
9.4 Numerical methods
230(8)
9.4.1 Fully dynamic analyses
230(3)
9.4.2 Pseudo-dynamic analyses
233(5)
9.5 Monitoring at Nakagusuku Castle
238(1)
10 Dynamics of loading and excavation in rocks 239(18)
10.1 Dynamics of loading
239(6)
10.1.1 Uniaxial tensile loading experiment
239(1)
10.1.2 Uniaxial compression loading
240(5)
10.2 Dynamics of excavations
245(12)
10.2.1 Loading of inclined semi-infinite slabs
245(6)
10.2.2 Excavation of circular underground openings
251(6)
11 Blasting 257(44)
11.1 Background
257(1)
11.2 Blasting agents
257(1)
11.2.1 Dynamite
257(1)
11.2.2 Ammonium Nitrate/Fuel Oil (ANFO)
258(1)
11.2.3 Blasting pressure for rock breakage
258(1)
11.3 Measurement of blasting vibrations in open-pit mines and quarries
258(12)
11.3.1 Orhaneli open-pit lignite mine
259(3)
11.3.2 Demirbilek open-pit lignite mine
262(2)
11.3.3 ELI Iikdere open-pit mine
264(5)
11.3.4 Motobu quarry
269(1)
11.4 Measurements at underground openings
270(10)
11.4.1 Kuriko tunnel
270(3)
11.4.2 Taru-Toge tunnel
273(4)
11.4.3 Zonguldak tunnels
277(3)
11.5 Multi-parameter monitoring during blasting
280(4)
11.6 The positive and negative effects of blasting
284(17)
11.6.1 In-situ stress inference
285(3)
11.6.2 Rock mass property estimation from wave velocity using blasting induced waves
288(1)
11.6.3 Instability problems
288(4)
11.6.4 Vibration effects on buildings
292(1)
11.6.5 Air pressure due to blasting
292(4)
11.6.6 Flyrock distance
296(5)
12 Dynamics of rockburst and possible countermeasures 301(44)
12.1 Mechanics of rock bursts
301(3)
12.2 Stress changes in the vicinity of tunnel face
304(3)
12.2.1 Static stress changes
304(3)
12.2.2 Dynamic stress changes
307(1)
12.3 Examples of rockbursts
307(11)
12.3.1 Major rockburst examples in civil engineering
307(10)
12.3.2 Major rockburst examples in mining
317(1)
12.4 Laboratory tests on rockburst phenomenon
318(5)
12.4.1 Sandstone block from Shizuoka Third Tunnel
318(3)
12.4.2 Sandstone sample from Tarutoge Tunnel
321(2)
12.5 Prediction of rockburst potential
323(11)
12.5.1 Energy method
323(1)
12.5.2 Extensional strain method
324(1)
12.5.3 Elasto-plastic method
324(1)
12.5.4 Empirical methods
324(1)
12.5.5 A unified method by Aydan et al. (2001, 2004)
324(1)
12.5.6 Application of rockburst prediction methods to tunnels under hydrostatic stress condition
325(5)
12.5.7 Application of rockburst prediction methods to tunnels under non-hydrostatic stress condition
330(4)
12.6 Monitoring of rockburst
334(7)
12.6.1 Multi-parameter monitoring results during July 20-26, 2014
337(1)
12.6.2 Multi-parameter monitoring results during September 20-26, 2014
338(2)
12.6.3 Acoustic emission responses at the tunnel face
340(1)
12.6.4 Infrared monitoring system
340(1)
12.7 Countermeasures against rockburst
341(3)
12.7.1 Allowing rockburst to occur
341(1)
12.7.2 De-stressing or pre-conditioning
342(1)
12.7.3 Flexible and deformable support
343(1)
12.8 Conclusions
344(1)
13 Dynamics of rockbolts and rock anchors and their non-destructive testing 345(48)
13.1 Turbine-induced vibrations in an underground power house
345(2)
13.2 Dynamic behaviour of rockbolts and rock anchors subjected to shaking
347(13)
13.2.1 Model tests on rock anchors restraining potentially unstable rock-block
348(3)
13.2.2 Model tests on fully grouted rockbolts restraining a potentially unstable rock-block against sliding
351(2)
13.2.3 A theoretical approach for evaluating axial forces in rock anchors subjected to shaking and its applications to, model tests
353(5)
13.2.4 Application of the theoretical approach to rock anchors of an underground power house subjected to turbine-induced shaking
358(2)
13.3 Non-destructive testing for soundness evaluation
360(27)
13.3.1 Impact waves for non-destructive testing of rockbolts and rock anchors
361(20)
13.3.1.1 Mechanical models
361(1)
13.3.1.2 Analytical solutions
362(1)
13.3.1.3 Finite element formulation
363(1)
13.3.1.4 Properties of rockbolts/rock anchors, grouting material and interfaces
364(2)
13.3.1.5 Evaluation of corrosion of rockbolts and rock anchors
366(1)
13.3.1.6 Numerical analyses
367(3)
13.3.1.7 Identification of reflected waves from records
370(4)
13.3.1.8 Applications to actual measurements under laboratory conditions
374(4)
13.3.1.9 Some applications to rockbolts and rock anchors in-situ
378(2)
13.3.1.10 The utilization of wavelet data processing technique and some issues
380(1)
13.3.2 Guided ultrasonic wave method
381(1)
13.3.3 Magneto-elastic sensor method
382(1)
13.3.4 Lift-off testing technique
382(12)
13.3.4.1 Elastic behaviour
383(1)
13.3.4.2 Elasto-plastic behaviour of rock anchor system
384(3)
13.4 Estimation of failure time of tendons
387(2)
13.5 Effect of degradation of support system
389(2)
13.6 Conclusions
391(2)
14 Dynamics of impacts 393(32)
14.1 Crater formation by meteorites and its environmental effects
394(4)
14.1.1 Dynamics of crater formation by meteorites
394(3)
14.1.2 Effects of meteorites
397(1)
14.2 Crater formation by projectiles in rocks
398(1)
14.3 Monitoring of vibrations caused by meteorites
398(2)
14.4 Free-fall (drop) experiments
400(11)
14.4.1 Objects falling onto dry sand layer or A mixture of BaSO4, ZnO and Vaseline oil
401(5)
14.4.2 Sand bags falling onto hard-base
406(3)
14.4.3 Drop or back-hoe impact test at a bridge foundation site
409(2)
14.5 Impact of slope failures
411(2)
14.6 Formulation of impactor penetration and its applications
413(3)
14.6.1 Mechanical modeling
413(2)
14.6.2 Solution procedure
415(1)
14.6.3 Examples
416(1)
14.7 Water surface changes due to impactors
416(9)
14.7.1 Tsunami occurrence by meteorite impacts
416(2)
14.7.2 Experiments on water-level variations due to impactor in closed water bodies
418(3)
14.7.3 Theoretical modeling on water-level variations due to impactor in closed water bodies and its applications
421(4)
15 Conclusions 425(6)
References 431(24)
Subject index 455
Dr. Omer Aydan was born in 1955, and studied Mining Engineering at the Technical University of Istanbul, Turkey (B.Sc., 1979), Rock Mechanics and Excavation Engineering at the University of Newcastle upon Tyne, UK (M.Sc., 1982), and finally received his Ph.D. in Geotechnical Engineering from Nagoya University, Japan in 1989. He worked at Nagoya University as a research associate (1987-1991), and at the Department of Marine Civil Engineering at Tokai University, first as Assistant Professor (1991-1993), then as Associate Professor (1993-2001), and finally as Professor (2001-2010). He then became Professor of the Institute of Oceanic Research and Development at Tokai University, and is currently Professor at the University of Ryukyus, Department of Civil Engineering & Architecture, Nishihara, Okinawa, Japan. Omer has played an active role on numerous ISRM, JSCE, JGS, SRI and Rock Mech. National Group of Japan committees, and has organized several national and international symposia and conferences. He was also made Honorary Professor in Earth Science by Pamukkale University in 2008.