國立虎尾科技大學 |

Failure Mechanism and Stability Analysis of Rock Slope = New Insight and Methods /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Failure Mechanism and Stability Analysis of Rock Slope/ by Ke Zhang.
其他題名:	New Insight and Methods /
作者:	Zhang, Ke.
面頁冊數:	XXVI, 248 p. 203 illus., 96 illus. in color.online resource. :
Contained By:	Springer Nature eBook
標題:	Geoengineering, Foundations, Hydraulics. -
電子資源:	https://doi.org/10.1007/978-981-15-5743-9
ISBN:	9789811557439

Failure Mechanism and Stability Analysis of Rock Slope = New Insight and Methods /
Zhang, Ke.

Failure Mechanism and Stability Analysis of Rock SlopeNew Insight and Methods /[electronic resource] :by Ke Zhang. - 1st ed. 2020. - XXVI, 248 p. 203 illus., 96 illus. in color.online resource.

Introduction -- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass -- Joint Surface Morphology and Shear Behavior -- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior -- Influence of Flaw Density on Shear Fracturing and Fractal Behavior -- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope -- Method for Determining Strength Parameters of Heavily Fractured Rock Mass -- Kinematical Element Method -- Integrated Karst Cave Stochastic Model-Limit Equilibrium Method -- Strain-Softening Behavior and Strength Reduction Method -- Three-dimensional Effects -- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities -- Joint Element and Displacement Discontinuity Method -- Discontinuity Kinematical Element Method -- Joint Element and Strength Reduction Method -- Fracture Mechanics Method.

This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. .

ISBN: 9789811557439

Standard No.: 10.1007/978-981-15-5743-9doiSubjects--Topical Terms:

768429
Geoengineering, Foundations, Hydraulics.

LC Class. No.: TA703-705.4

Dewey Class. No.: 624.151

Failure Mechanism and Stability Analysis of Rock Slope = New Insight and Methods /
LDR:02965nam a22003975i 4500 001 1018504
003 DE-He213
005 20200705031136.0
007 cr nn 008mamaa
008 210318s2020 si | s |||| 0|eng d
020 $a 9789811557439 $9 978-981-15-5743-9
024 7 $a 10.1007/978-981-15-5743-9 $2 doi
035 $a 978-981-15-5743-9
050 4 $a TA703-705.4
072 7 $a RB $2 bicssc
072 7 $a SCI019000 $2 bisacsh
072 7 $a RB $2 thema
082 0 4 $a 624.151 $2 23
100 1 $a Zhang, Ke. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1072406
245 1 0 $a Failure Mechanism and Stability Analysis of Rock Slope $h [electronic resource] : $b New Insight and Methods / $c by Ke Zhang.
250 $a 1st ed. 2020.
264 1 $a Singapore : $b Springer Singapore : $b Imprint: Springer, $c 2020.
300 $a XXVI, 248 p. 203 illus., 96 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
505 0 $a Introduction -- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass -- Joint Surface Morphology and Shear Behavior -- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior -- Influence of Flaw Density on Shear Fracturing and Fractal Behavior -- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope -- Method for Determining Strength Parameters of Heavily Fractured Rock Mass -- Kinematical Element Method -- Integrated Karst Cave Stochastic Model-Limit Equilibrium Method -- Strain-Softening Behavior and Strength Reduction Method -- Three-dimensional Effects -- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities -- Joint Element and Displacement Discontinuity Method -- Discontinuity Kinematical Element Method -- Joint Element and Strength Reduction Method -- Fracture Mechanics Method.
520 $a This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses. .
650 2 4 $a Geoengineering, Foundations, Hydraulics. $3 768429
650 2 4 $a Natural Hazards. $3 784090
650 1 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 815187
650 0 $a Hydraulics. $3 636781
650 0 $a Foundations. $3 565339
650 0 $a Engineering—Geology. $3 1253941
650 0 $a Engineering geology. $3 558458
650 0 $a Natural disasters. $3 555029
650 0 $a Geotechnical engineering. $3 1024219
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9789811557422
776 0 8 $i Printed edition: $z 9789811557446
776 0 8 $i Printed edition: $z 9789811557453
856 4 0 $u https://doi.org/10.1007/978-981-15-5743-9
912 $a ZDB-2-EES
912 $a ZDB-2-SXEE
950 $a Earth and Environmental Science (SpringerNature-11646)
950 $a Earth and Environmental Science (R0) (SpringerNature-43711)