語系:
繁體中文
English
說明(常見問題)
圖資館首頁
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
Failure mechanism and stability anal...
~
SpringerLink (Online service)
Failure mechanism and stability analysis of rock slopenew insight and methods /
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Failure mechanism and stability analysis of rock slopeby Ke Zhang.
其他題名:
new insight and methods /
作者:
Zhang, Ke.
出版者:
Singapore :Springer Singapore :2020.
面頁冊數:
xxvi, 248 p. :ill., digital ;24 cm.
Contained By:
Springer Nature eBook
標題:
Rock slopesStability.
電子資源:
https://doi.org/10.1007/978-981-15-5743-9
ISBN:
9789811557439$q(electronic bk.)
Failure mechanism and stability analysis of rock slopenew insight and methods /
Zhang, Ke.
Failure mechanism and stability analysis of rock slope
new insight and methods /[electronic resource] :by Ke Zhang. - Singapore :Springer Singapore :2020. - xxvi, 248 p. :ill., digital ;24 cm.
Introduction -- Part I Experimental Studies on Compression-Shear Failure Mechanism of Rock Mass -- Joint Surface Morphology and Shear Behavior -- Influence of Flaw Inclination on Shear Fracturing and Fractal Behavior -- Influence of Flaw Density on Shear Fracturing and Fractal Behavior -- Part II Failure Mechanism and Stability Analysis of Heavily Fractured Rock Slope -- Method for Determining Strength Parameters of Heavily Fractured Rock Mass -- Kinematical Element Method -- Integrated Karst Cave Stochastic Model-Limit Equilibrium Method -- Strain-Softening Behavior and Strength Reduction Method -- Three-dimensional Effects -- Part III Failure Mechanism and Stability Analysis of Rock Slope Controlled by Major Geological Discontinuities -- Joint Element and Displacement Discontinuity Method -- Discontinuity Kinematical Element Method -- Joint Element and Strength Reduction Method -- Fracture Mechanics Method.
This book presents in-depth coverage of laboratory experiments, theories, modeling techniques, and practices for the analysis and design of rock slopes in complex geological settings. It addresses new concepts in connection with the kinematical element method, discontinuity kinematical element method, integrated karst cave stochastic model-limit equilibrium method, improved strength reduction method, and fracture mechanics method, taking into account the relevant geological features. The book is chiefly intended as a reference guide for geotechnical engineering and engineering geology professionals, and as a textbook for related graduate courses.
ISBN: 9789811557439$q(electronic bk.)
Standard No.: 10.1007/978-981-15-5743-9doiSubjects--Topical Terms:
884124
Rock slopes
--Stability.
LC Class. No.: TA706 / .Z43 2020
Dewey Class. No.: 624.15132
Failure mechanism and stability analysis of rock slopenew insight and methods /
LDR
:02587nmm a2200325 a 4500
001
592922
003
DE-He213
005
20200705031136.0
006
m d
007
cr nn 008maaau
008
210727s2020 si s 0 eng d
020
$a
9789811557439$q(electronic bk.)
020
$a
9789811557422$q(paper)
024
7
$a
10.1007/978-981-15-5743-9
$2
doi
035
$a
978-981-15-5743-9
040
$a
GP
$c
GP
041
0
$a
eng
050
4
$a
TA706
$b
.Z43 2020
072
7
$a
RB
$2
bicssc
072
7
$a
SCI019000
$2
bisacsh
072
7
$a
RB
$2
thema
082
0 4
$a
624.15132
$2
23
090
$a
TA706
$b
.Z63 2020
100
1
$a
Zhang, Ke.
$3
801340
245
1 0
$a
Failure mechanism and stability analysis of rock slope
$h
[electronic resource] :
$b
new insight and methods /
$c
by Ke Zhang.
260
$a
Singapore :
$b
Springer Singapore :
$b
Imprint: Springer,
$c
2020.
300
$a
xxvi, 248 p. :
$b
ill., digital ;
$c
24 cm.
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
0
$a
Rock slopes
$x
Stability.
$3
884124
650
1 4
$a
Geotechnical Engineering & Applied Earth Sciences.
$3
542182
650
2 4
$a
Natural Hazards.
$3
348413
650
2 4
$a
Geoengineering, Foundations, Hydraulics.
$3
338647
710
2
$a
SpringerLink (Online service)
$3
273601
773
0
$t
Springer Nature eBook
856
4 0
$u
https://doi.org/10.1007/978-981-15-5743-9
950
$a
Earth and Environmental Science (SpringerNature-11646)
筆 0 讀者評論
全部
電子館藏
館藏
1 筆 • 頁數 1 •
1
條碼號
館藏地
館藏流通類別
資料類型
索書號
使用類型
借閱狀態
預約狀態
備註欄
附件
000000192912
電子館藏
1圖書
電子書
EB TA706 .Z63 2020 2020
一般使用(Normal)
在架
0
1 筆 • 頁數 1 •
1
多媒體
多媒體檔案
https://doi.org/10.1007/978-981-15-5743-9
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼
登入