言語:
日文
English
簡体中文
繁體中文
ヘルプ
ログイン
ホームページ
スイッチ:
ラベル
|
MARC形式
|
国際標準書誌記述(ISBD)
Strength failure and crack evolution...
~
SpringerLink (Online service)
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures[electronic resource] /
レコード種別:
言語・文字資料 (印刷物) : 単行資料
[NT 15000414] null:
624.15132
タイトル / 著者:
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures/ by Sheng-Qi Yang.
著者:
Yang, Sheng-Qi.
出版された:
Berlin, Heidelberg : : Springer Berlin Heidelberg :, 2015.
記述:
xiv, 246 p. : : ill., digital ;; 24 cm.
含まれています:
Springer eBooks
主題:
Rock mechanics.
主題:
Sandstone - Cracking.
主題:
Fracture mechanics.
主題:
Earth Sciences.
主題:
Geotechnical Engineering & Applied Earth Sciences.
主題:
Civil Engineering.
国際標準図書番号 (ISBN) :
9783662473030 (electronic bk.)
国際標準図書番号 (ISBN) :
9783662473023 (paper)
[NT 15000228] null:
Introduction -- Experimental investigation on strength failure and crack evolution behavior of brittle sandstone containing a single fissure -- Experimental investigation on crack evolution behavior of brittle sandstone containing two coplanar fissures in the process of deformation failure -- Experimental investigation on fracture evolution behavior of brittle sandstone containing three fissures -- Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments -- Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression.
[NT 15000229] null:
This book has following unique features that distinguish it from other works from the same area: 1) Investigates the influence of fissure geometry on strength failure and crack evolution behaviour of real rock material; 2) Analyzes the effect of pre-experiment high-temperature treatment on fracture mechanical behaviour of rock material with a single fissure or two parallel fissures; 3) Compares quantitatively simulated results using discrete element modelling and experimental results of fracture mechanical behaviour of rock material with two fissures; 4) Constructs the relationship between crack evolution processes and acoustic emission distribution of pre-fissured rock material under entire deformation; and 5) Discusses the crack evolution mechanism of pre-fissured rock material with respect to different confining pressures. This book can become the reference for technicians in the field of geotechnical engineering, mining engineering and geology engineering. At the same time, this book can be regarded as a good reference for scientific researchers carrying out fissured rock mechanics and correlated specialties.
電子資源:
http://dx.doi.org/10.1007/978-3-662-47303-0
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures[electronic resource] /
Yang, Sheng-Qi.
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures
[electronic resource] /by Sheng-Qi Yang. - Berlin, Heidelberg :Springer Berlin Heidelberg :2015. - xiv, 246 p. :ill., digital ;24 cm. - Springer environmental science and engineering,2194-3214. - Springer environmental science and engineering..
Introduction -- Experimental investigation on strength failure and crack evolution behavior of brittle sandstone containing a single fissure -- Experimental investigation on crack evolution behavior of brittle sandstone containing two coplanar fissures in the process of deformation failure -- Experimental investigation on fracture evolution behavior of brittle sandstone containing three fissures -- Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments -- Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression.
This book has following unique features that distinguish it from other works from the same area: 1) Investigates the influence of fissure geometry on strength failure and crack evolution behaviour of real rock material; 2) Analyzes the effect of pre-experiment high-temperature treatment on fracture mechanical behaviour of rock material with a single fissure or two parallel fissures; 3) Compares quantitatively simulated results using discrete element modelling and experimental results of fracture mechanical behaviour of rock material with two fissures; 4) Constructs the relationship between crack evolution processes and acoustic emission distribution of pre-fissured rock material under entire deformation; and 5) Discusses the crack evolution mechanism of pre-fissured rock material with respect to different confining pressures. This book can become the reference for technicians in the field of geotechnical engineering, mining engineering and geology engineering. At the same time, this book can be regarded as a good reference for scientific researchers carrying out fissured rock mechanics and correlated specialties.
ISBN: 9783662473030 (electronic bk.)
Standard No.: 10.1007/978-3-662-47303-0doiSubjects--Topical Terms:
416536
Rock mechanics.
LC Class. No.: TA706
Dewey Class. No.: 624.15132
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures[electronic resource] /
LDR
:03107nam a2200325 a 4500
001
439355
003
DE-He213
005
20160118135901.0
006
m d
007
cr nn 008maaau
008
160322s2015 gw s 0 eng d
020
$a
9783662473030 (electronic bk.)
020
$a
9783662473023 (paper)
024
7
$a
10.1007/978-3-662-47303-0
$2
doi
035
$a
978-3-662-47303-0
040
$a
GP
$c
GP
041
0
$a
eng
050
4
$a
TA706
072
7
$a
RB
$2
bicssc
072
7
$a
SCI019000
$2
bisacsh
082
0 4
$a
624.15132
$2
23
090
$a
TA706
$b
.Y22 2015
100
1
$a
Yang, Sheng-Qi.
$3
627182
245
1 0
$a
Strength failure and crack evolution behavior of rock materials containing pre-existing fissures
$h
[electronic resource] /
$c
by Sheng-Qi Yang.
260
$a
Berlin, Heidelberg :
$b
Springer Berlin Heidelberg :
$b
Imprint: Springer,
$c
2015.
300
$a
xiv, 246 p. :
$b
ill., digital ;
$c
24 cm.
490
1
$a
Springer environmental science and engineering,
$x
2194-3214
505
0
$a
Introduction -- Experimental investigation on strength failure and crack evolution behavior of brittle sandstone containing a single fissure -- Experimental investigation on crack evolution behavior of brittle sandstone containing two coplanar fissures in the process of deformation failure -- Experimental investigation on fracture evolution behavior of brittle sandstone containing three fissures -- Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Discrete element modeling on fracture coalescence behavior of red sandstone containing two unparallel fissures -- Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high temperature treatments -- Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression.
520
$a
This book has following unique features that distinguish it from other works from the same area: 1) Investigates the influence of fissure geometry on strength failure and crack evolution behaviour of real rock material; 2) Analyzes the effect of pre-experiment high-temperature treatment on fracture mechanical behaviour of rock material with a single fissure or two parallel fissures; 3) Compares quantitatively simulated results using discrete element modelling and experimental results of fracture mechanical behaviour of rock material with two fissures; 4) Constructs the relationship between crack evolution processes and acoustic emission distribution of pre-fissured rock material under entire deformation; and 5) Discusses the crack evolution mechanism of pre-fissured rock material with respect to different confining pressures. This book can become the reference for technicians in the field of geotechnical engineering, mining engineering and geology engineering. At the same time, this book can be regarded as a good reference for scientific researchers carrying out fissured rock mechanics and correlated specialties.
650
0
$a
Rock mechanics.
$3
416536
650
0
$a
Sandstone
$x
Cracking.
$3
627183
650
0
$a
Fracture mechanics.
$3
182822
650
1 4
$a
Earth Sciences.
$3
463803
650
2 4
$a
Geotechnical Engineering & Applied Earth Sciences.
$3
464559
650
2 4
$a
Civil Engineering.
$3
464583
710
2
$a
SpringerLink (Online service)
$3
463450
773
0
$t
Springer eBooks
830
0
$a
Springer environmental science and engineering.
$3
468161
856
4 0
$u
http://dx.doi.org/10.1007/978-3-662-47303-0
950
$a
Earth and Environmental Science (Springer-11646)
~に基づいて 0 論評
マルチメディア (複合媒体資料)
マルチメディアファイル
http://dx.doi.org/10.1007/978-3-662-47303-0
論評
論評を追加
あなたの考えを共有してください。
Export
受取館
処理
...
パスワードを変更する
ログイン