Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997]
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| 245 | 1 | 0 | |a Deformation and progressive failure in geomechanics |b [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] |c IS-Nagoya '97. Ed. by Akira Asaoka ... |
| 250 | |a 1. ed. | ||
| 264 | 1 | |a Oxford |b Pergamon |c 1997 | |
| 300 | |a VII, 932 S. |b Ill. | ||
| 336 | |b txt |2 rdacontent | ||
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| 650 | 0 | 7 | |a Geomechanik |0 (DE-588)4126903-2 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Deformationsverhalten |0 (DE-588)4148995-0 |2 gnd |9 rswk-swf |
| 651 | 7 | |a Nagoya |0 (DE-588)4126104-5 |2 gnd |9 rswk-swf | |
| 655 | 7 | |0 (DE-588)1071861417 |a Konferenzschrift |2 gnd-content | |
| 689 | 0 | 0 | |a Deformationsverhalten |0 (DE-588)4148995-0 |D s |
| 689 | 0 | 1 | |a Geomechanik |0 (DE-588)4126903-2 |D s |
| 689 | 0 | 2 | |a Bruchmechanik |0 (DE-588)4112837-0 |D s |
| 689 | 0 | 3 | |a Nagoya |0 (DE-588)4126104-5 |D g |
| 689 | 0 | |5 DE-604 | |
| 700 | 1 | |a Asaoka, Akira |e Sonstige |4 oth | |
| 711 | 2 | |a International Symposium on Deformation and Progressive Failure in Geomechanics |d 1997 |c Nagoya |j Sonstige |0 (DE-588)5289420-4 |4 oth | |
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| _version_ | 1820861807165702144 |
| adam_text | TABLE
OF
CONTENTS
Preface
Organization
1
Bifurcation, localization and numerical method
Bifurcation point search for geomaterials
Y. Yamakawa and K. Ikeda
..................................................................................................................3
Antisymmetric bifurcation analysis in a circular cylinder of a non-coaxial Cam-clav model
C. Yatomi and T. Shibi
......... ............................. ................................................... ...............................9
Mesh free modelling of failure and localization in brittle materials
H. Sakaguchi and H.-B.
Mühlhaus.....................................................................................................15
Undrained creep rupture of normally consolidated clay triggered by the mode switching during
pore water migration
A. Asaoka, M.
Nakano,
T.
Noda and K. Kaneda
.............................................................................21
Effects of viscoplastic strain gradient on strain localization analysis
F. Oka, A. Yashima, K. Sawada and T. Adachi
..................... ...........................................................27
Shear band analysis of
dilatant
material in plane strain condition bv
FEM
H. Ishizaki
...................................................................................... ......................................................33
Failure in plane strain compression using a non-associative
Casserai
continuum
A. E.
Groen
and R.
de Borst...............................................................................................................
39
Strain localization of granular materials with reference to barotropy and pyknotropv
R. G. Wan and P. J. Guo
.......................................................................... .............. ............................45
Stability condition of geomaterials with nonsymmetric tangent constitutive matrix
Y. Tobita
..................................................... .........................................................................................51
Finite element analysis of strain localization in excavations
R.
I. Borja
and R.
A. Regueiro
...........................................................................................................57
Failure localisation in coal seams during outbursts
S. Valliappan and Zhang Wohua
........................................................................................................63
Progressive failure of heavily over consolidated clay under constant load application, an experiment
and its simulation
A. Asaoka, M.
Nakano,
T. Noda, T.
Takaine and K. Kaneda
..........................................................69
Effect of
microstructure on
crack shear strength in rock
S. Ohtsuka
............................................................................................................................................75
Progressive failure in simple shear tests
D. A. Sun, H. Matsuoka and T. Yamada
...........................................................................................81
On the analysis of progressive failure of granular materials involving bi-directional localization
H. Hazarika, Y. Terado and T.
Nasu
.................................................................................................87
vi
Contents
Vortex pattern and its diameter in relation to the thickness of shear bands in granular materials
H. Sakaguchi, A. Murakami and T. Hasegawa
...................................................................................93
Modelling strain localization in soils using multilaminate model and homogenisation technique
H.
F. Schweiger,
M.
Karstunen and G.
N.
Pande
..............................................................................97
On the gap between CDM and
FM
from a viewpoint of moving discontinuity
Z.Chen
..............................................................................................................................................
103
A numerical procedure for the study of deformation and progressive failure of geomaterials
R. Hamajima, Y. Song, S. Hang and M. Nagashima
.......................................................................
Ю7
2
Laboratory testing on strain localization
Relations between experimental high dilatancy patterns and stress characteristics
D.
Leśniewska
....................................................................................................................................
H5
Pore size change due to unconfined compression test
T. Sato, K. Kuwayama and T. Kuwayama
.......................................................................................121
Deformation and strength of clay under
triaxial
and
torsionai
shear
T. Nakai, E. Q. Chowdhury, M. Tawada and K. Nishida
...............................................................
Ш
Particle size effects on bearing capacity of footing on granular material
F. Tatsuoka, S. Goto, T. Tanaka, K.
Tani
and Y. Kimura
.............................................................133
Particle crushing and shear banding of volcanic coarse-grained soils
K. Yagi, S. Miura, T. Asonuma, T. Sakon and T.
Nakata..............................................................139
A study of particle size effect of a trap-door problem with glass beads
T. Sakai
..............................................................................................................................................145
Strain fields in direct shear box tests on a metal-rods model of granular soils
M. Shimizu
.........................................................................................................................................151
Void ratio in shear band of dense granular soils -Does the critical void ratio exist in dense
assemblies of granular soils?-
M.
Oda,
F.
Tatsuoka and
T. Yoshida
...............................................................................................157
Tensile crack propagation in artificial specimens with two slits
M.
Castelli,
M.
Graverò,
G. Iabichino and
С
Scavia
.......................................................................163
Progressive
failure of
a
rock-like material
containing two parallel frictional cracks
K. T.
Chau and
R. H. C
Wong
........................................................................................................169
An experimental and numerical study of shear fracture propagation in rock
C.
Scavia,
G. Viggianí, M.
Castelli
and J.
Desraes
...........................................................................175
Progressive
degradation on the shear behavior of artificial joints before residual failure
Z. Y.
Yang and
D. Y.
Chiang
...........................................................................................................181
Failure mechanism in soft rock ground observed in model footing test
M. Nishimura and K. Miura
.............................................................................................................187
The progressive failure of crushed tertiary mudstones due to slaking
A. Asaoka, M.
Nakano,
T.
Noda,
T.
Kodaka
and
D. Constantinescu
............................................
I9-1
Contents
vii
Evaluation
of
progressive
failure
potential
of natural clay deposit
T. K. L. Dam,
N.
Yamane, H. Hanzawa and A. Porbaha
...............................................................199
Undrained shear and creep behavior of stiff natural clav
K. Yano, M. Suzuki and T. Nakai
.............................. ......................................................................205
Stress-dilatancy relation of undisturbed clay under principal axes rotation
H. Akagi and H. Yamamoto
.............................................................................................................211
Large deformation shear strength of two types of structured soils
S. Leroueil, G.
Guerriero,
L.
Picarelli and F. Saihi
..........................................................................217
Biaxial tests on normally,
aniso
tropically consolidated clay
A. Lizcano, I. Vardoulakis and M. Goldscheider
.............................................................................223
Mechanisms of rupture of reconstituted and natural fissured clay shales in undrained
triaxial
tests
L.
Olivares,
G.
Urciuoli and L. Picarelli
...........................................................................................229
Microscopic observation of shear band in plane strain compression tests of sand
K. Furumoto, I. Towhata and A. Yoshida
.......................................................................................235
Characteristics of shear band in plane strain compression tests of sands
T. B. S. Pradhan
................................................................................................................................241
Numerical simulation of strain localization and failure in reinforced sand
N.
Kotake, T. Tanaka, F. Tatsuoka and H. Yamauchi
....................................................................247
Progressive failure in the case of oblique passive wall model tests
Y. Kobayashi
.....................................................................................................................................253
Verification of application of centrifuge model test to uplift bearing capacity problem of belled pile
S. Sakajo and L. Xu
..........................................................................................................................259
Non-coaxiality of sand subjected to principal stress rotation
Y.
Nakata,
M.
Hyodo and
H.
Murata
..............................................................................................265
Classical study on strength parameters of granular soils
S. Shimobe and
N.
Morato
...............................................................................................................271
Determination of the modulus of deformation of soil at bored pile tip through a loading test
T. Horiuchi,
Y. Kani
and T. Oguri
...................................................................................................277
Determination of materials properties from results of
triaxial
testing before choosing of a model
L. Coulibaly and P. Jouve
.................................................................................................................283
Comparison of sand data on different plane strain devices
T.
Schanz,
J.
Desrues
and P.
Α.
Vermeer
..........................................................................................289
Creep crack propagation and the progressive failure of slopes
L. E. Vallejo and M. Shettima
...........................................................................................................295
Load-displacement relationship of square footings on Dhaka soil
S. M.
Seraj,
M. S. A. Siddiquee and M. S.
Bari
...............................................................................299
Measurement and evaluation of inherent and stress induced anisotropies for undrained strength on
clays
T. Shogaki, H.
Moro
and K. Kogure
................................................................................................305
Characterization of failure in soils using X-ray CT scanner
S. Otani, Y.
Obara
and T. Mukunoki
...............................................................................................311
viii Contents
X-ray computed tomographv technique to observe shear banding in dense sands
K.
fani
.............................. .................................................................................................................
315
3
Constitutive modeling of geomaterials
A unified constitutive model for fractional and cohesive materials based on the extented SMP
H. Matsuoka and D. A. Sun
.............................................................................................................323
Bifurcations in sands. Application of a new incremental^ non-linear constitutive relation
F. Darve and O. Pal
..........................................................................................................................329
New law to
modelize
unbound materials
L. Coulibaly and P. Jouve
.................................................................................................................335
A descriptive elasto-plastic model for strain localisation in soils
M. Boulon
and H. Hashemolhosseini
................................................................................................341
An objective description of critical states in hypoplasticity
E.Bauer
.............................................................................................................................................347
A study of the phase transformation and the characteristic lines of sand behavior
P. V. Lade and L. B. Ibsen
................................................................................................................353
Macro-constitutive model for brittle-plastic rock and its applications
C. F. Lee, H. Zheng and X. R. Ge
....................................................................................................359
Analysis of elasto-plastic behavior of the Weald clay
K. Misumi
..........................................................................................................................................365
A numerical estimate of localized deformation in geomaterials with a double-slip model
M. Shirato and T. Iwakuma
..............................................................................................................371
Drained and undrained behavior of sand in general stress systems
T. Nakai, T. Hoshikawa and M. Hinokio
.........................................................................................377
A homogenization procedure for hypoplastic materials
Z. Sikora,
Y.
Ichikawa, P. Dziadziuszko and T. Seiki
......................................................................383
Kinematic modelling of shear zone deformation
D. Chan, X. Wang and
N. Morgenstern...........................................................................................389
Elasto-plastic
Casserai
finite element analysis of ground deformation under footing load
N.
Yoshida, T.
Arai
and K. Onishi
...................................................................................................395
A numerical investigation of local volume change and void ratio evolution leading to failure of
granular media
G. Viggiani, M. A. Mooney, J.-P. Bardet and R.
Chambón
............................................................401
Limit load analysis of rock mass structures combined with a homogenization method
T. Kyoya,
K. Ťerada
and Y. Kishino
...............................................................................................407
On the deformation mechanism of rigid-granular materials
T. Tamura and Y. Yamada
...............................................................................................................413
Bearing capacity considering collapse mode
K.
Arai
and N. Sakai
.........................................................................................................................419
Constitutive surface for unsaturated soils
T. Nishimura, S. Ogawa and Y. Endou
............................................................................................425
Contents ix
4
Case studies of deformation and progressive failure
Analysis of road settlement with damage caused bv drainage construction
S. J. YongandZ.
W. Bing
.................................. ..............................................................................433
Large deformation of slurrv-Iike soil
B. M. Win, A. Arulrajah and V. Choa
..............................................................................................437
Deformation of seabed soil under ice scouring and burial depth for marine pipelines
J.-H. Yin and J.-X. Yuan
......................................................... .........................................................443
Mechanism of up-lift bearing capacity of belled pile in diluvial sand
S. Sakajo and T. Sakai
.......................................................................................................................449
Progressive failure of river wall in very soft clav and their remedial action
W. Teparaksa
.................................... ............... ..................................................................................455
Loading test on model ground with man-made structured clay and its
FEM
numerical simulation
M. Jiang and Z. Shen
........................................................................................................................461
Analysis of progressive failure of a mine slope in a western Australian open-pit gold mine
H. Li and H. E. Speight
.....................................................................................................................467
Observations of shear bands in natural deposits
T. Hagiwara, M. Ohuchi, O. Kusakabe and Y. Maeda
....................................................................473
Expansive soils and progressive failure of slope (case study)
D. S. Soelarno, D. S. Budiono and I. Susanto
..................................................................................479
Based on artificial neural networks a forecasting model for rock deformation around roadway(HI)
Z
Yuxiang, L. Shiliang, W. Tongxu and Y. Changling
.................................................... ................485
Analytical examination of end-of-primary (EOF) using elasto-viscoplastic consolidation model
G. Imai and
B. C. Hawlader
.............................................................................................................489
5
Failure and localization in mining and geology
On failure of rocks in compression along
interfacial
defects
I. A. Guz
............................................................................................................................................497
Deforming processes and failure processes in block-layered massif
M. A. Zhuravkov
........................................................................ .......................................................503
Observation and anlvsis of initiation process of
Riedel
shear
M.
Hori,
К.
Oguni and
H. Gotoh
.....................................................................................................509
Prediction of coal pillar failures bv using acoustic emission measurements
M. H. Foroughi, V. S. Vutukuri and M.
Seto
..................................................................................515
Earth pressure exerted on a retaining wall by solidified coal ash backfill
H. Kondo, H, M. Miura, K. Okuda, K. Kawasaki, Y. Hasegawa and M.
Kato
............................521
Progressive failure analysis in study of crustal structures
R. Hamajima, Y. Song and S. Han
...................................................................................................527
Development of fracture zones in rock masses
O. Aydan, Y. Shimizu, T. Akagi and T. Kawamoto
........................................................................533
x
Contents
б
Dynamic
failure and liquefaction of geomaterials and faulting
Liquefaction analysis bv bounding surface plasticity
Q. Li, K. Ugai and S.Gose
..........................................................
,541
Comparisons of the dissipated energy during sand liquefaction obtained by cyclic
triaxial
tests,
multi
directional simple shear tests and
multi
directional shaking table tests
O, Endo, A. Nishimura, R. Sawada, Y. Okochi, K. Kawakubo, M. Kimura and H. Hashidume..
547
Deformation process of an embankment resting on
a liquéfiable
soil layer
Y. Sasaki, T. Moriwaki and J. Ohbayashi
........................................................................................553
Deformation characteristics of liquefied loose sand by
triaxial
compression tests
H. Nagase, A. Hiro-oka and T. Yanagihata
.....................................................................................559
Seismic stability of earth structures dependent on loading history
S. Ohtsuka, E. Yamada and P. T. Simatupang
.................................................................................565
Wave-induced flow deformation of seabed bearing structures
S. Kawamura, S. Miura, S. Yokohama and Y. Hagihara
................................................................571
Behavior of pile subjected to lateral spreading of liquefied soil
K. Horikoshi, H. Ohtsu, A. Tateishi and M. Tanaka
.......................................................................577
A study on the pile foundation damaged by the
1995
Hyougoken-Nanbu earthquake
H. Ohtsu, Y. Hatsuyama, A. Tateishi and K. Horikoshi
..................................................................583
Numerical analysis of progressive failure of a slope during earthquake
M. Kawamura, T. Tsunekawa and J. Tanjung
.................................................................................589
Model tests on uplift of sewer manholes and pipes accompanying deformation of liquefied backfill
soil
J. Koseki, O. Matsuo and Y. Hayashi
..............................................................................................593
Analysis of a progressive flow failure in an embankment of compacted till
A. Yashima, F. Oka, J.-M.
Konrad,
R.
Uzuoka and Y. Taguchi
....................................................599
Liquefaction of cohesionless sediments under fluid wave trains
H. Sekiguchi, S. Sassa and K.
Kita...................................................................................................605
Critical velocity of multiple particles for seepage failure
T. Sugii, T.
Uno
and K. Yamada
......................................................................................................611
Cyclic softening and degradation of a plastic silt with initial shear stress
K. Yasuhara, S. Murakami, S. Yokokawa,
N.
Toyota and A. F. L. Hyde
.....................................617
Minimum undmined strength of anisotropically consolidated loose
Hostun RF
sand
E. Ibraim and T. Doanh
....................................................................................................................623
Volumetric compression of periodically loaded silt
A. F. L. Hyde,
A. Marto
and K. Yasuhara
......................................................................................629
Dynamic elasto-plastic analyses of the sliding displacement of embankment during earthquake
A. Wakai, K. Ugai, Q. Li, O. Matsuo and T. Shimazu
....................................................................635
Nonlinear ground motion amplification at reclaimed borehole stations
M. Sugito, F. Oka, A. Yashima and K. Yamada
.............................................................................641
Critical shear amplitude and liquefaction in cyclic loading
F.
Banda
................................................................... ....647
Contents xi
7
Stability of foundation, excavation, tunneling and slope
Numerical analyses of the failure development around rock salt cavern
F, Kirzhner and
A. Komornik
..........................................................................................................655
Progressive failure of a grout-column retaining wall
F. B. J. Barends
...............................................................,.................................................................659
Shape effect on deformation behavior and stability of slurry trench walls constructed in sandy
ground
M. Katagiri, K. Saitoh, T. Masuda, F. Aizawa and K. Ugai
...........................................................665
Rock fracture mechanics analysis of slope failure
K. Kaneko, J. Otani, Y. Noguchi and
N.
Togashiki
........................................................................671
Numerical modelling of borehole instability using
a non
linear incremental model with bifurcation
analysis
N.
El Hassan, J.
Desrues
and R.
Chambón
......................................................................................677
Interaction of retaining walls with soil
S. M.
Seraj
and B. Ahmed
.................................................................................................................683
Instability analysis of submarine slopes
G.
Crosta,
S.
Imposimato and R. Nova
............................................................................................689
Progressive failure of cut slope in strain-softening soils
J. W: Choi and I. Ishibashi
................................................................................................................695
Slope failure in major tertiary muds tone zone
K. Kawamura and R. Ogawa
............................................................................................................701
Slope stability analysis of the heterogeneous coastal cliff by the finite element method
(FEM)
M.
H.Rahman
...................................................................................................................................707
Failure modes of slope due to decrease in cohesion of soil
R. Kitamura, G. Kisanuki, S. Fukuhara and K. Uemura
................................................................713
Limit equilibrium slope stability analysis considering progressive failure
T. Yamagami and M.
Такі
................................................................................................................719
Trap door experiment under centrifugal conditions
T. Adachi, M. Kimura, T. Nishimura,
N.
Koya and
K. Kosáka
.....................................................725
Progressive failure of excavated slopes
A. Asaoka, T. Noda and T. Takaine
.................................................................................................731
Centrifuge modelling of the effect of overlying strata on the ground movements induced by
tunnelling in clay
T. Hagiwara, R. J. Grant and R.
N.
Taylor
.....................................................................................737
Analysis of localized deformation in an internally braced excavation
P. J.
Sabatini
and R. J. Finno
...........................................................................................................743
A study of ground deformations by shallow tunnelling in highly compacted
cementized
soil of
Tehran using NAT
M
H.
Behbahani and F. Eftekharzadeh
.................................................................................................749
Numerical analysis of laboratory tests on a model tunnel
D.
Sterpi
and
Ś.
Sakurai
......... ...........................................................................................................757
xii Contents
Observed and predicted soil and wall deformation during braced excavation
T. Hashimoto, T. Konda, T. Nakai, H. Kawano, T. Kishino and H. Ohta
....................................763
Progressive failure mechanism of piled-raft system in clay
J. C
Chai,
N.
Miura,
W.
J. Wu and G. Aramaki
............................................................................769
Punching behaviour of footings on sand
S. M.
Seraj
and
M. G.
Mostafa
.........................................................................................................
775
Effects of grain
ste
and pressure level on bearing capacity of footings on sand
I. Herle and J. Tejchman
...................................................................................................................
781
Sand anchors
—
a shear zone problem
W.
Wehr,
J.
Tejchman, I. Herle and
G. Gudehus
.............................................................................787
Analysis of the scale effects in model tests
S. Teachavorasinskun
.........................................................................................................................
?93
Mechanisms of load transfer deduced from failure modes of model stone column foundations
D. M. Wood and W. Hu
...................................................................................................................799
Numerical assessment for the process of CPT in sandy deposits
M. Mimura and P. van den Berg
.......................................................................................................805
Non-linear consolidation deformation behavior of embankment foundations
A. Asaoka, T. Noda and
G. S. K.
Fernando
....................................................................................811
8
Interim technical reports
instability and bifurcation of geomaterials
F. Oka.. .
.............................................................................................................................................819
Soil-water coupled finite deformation analysis
A. Asaoka and T. Tamura
.................................................................................................................825
Nonlocal continuum in geomechanks
F. Oka, A. Yashima and K. Sawada
.................................................................................................851
Cosserat continuum and finite element analysis
A. Murakami and
N.
Yoshida
...........................................................................................................871
Discrete modeling of granular materials
S. Sawada and Y. Kishino
.................................................................................................................877
Shear band observed in loading tests
M. Miyake and O. Kusakabe
............................................................................................................887
Dilatane
v
characteristics of geomaterials
T. Nakai
.............................................................................................................................................899
Rückfalls,
landslides, and slope failures
K. T. Chau
.........................................................................................................................................907
Author index
.......................................................................................................................................923
Keyword index
........................................................... ... 927
|
| any_adam_object | 1 |
| building | Verbundindex |
| bvnumber | BV012291898 |
| classification_tum | GEO 323f |
| ctrlnum | (OCoLC)845033579 (DE-599)BVBBV012291898 |
| dewey-full | 624.151 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.151 |
| dewey-search | 624.151 |
| dewey-sort | 3624.151 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Geologie / Paläontologie Bauingenieurwesen Geographie |
| edition | 1. ed. |
| format | Conference Proceeding Book |
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| genre | (DE-588)1071861417 Konferenzschrift gnd-content |
| genre_facet | Konferenzschrift |
| geographic | Nagoya (DE-588)4126104-5 gnd |
| geographic_facet | Nagoya |
| id | DE-604.BV012291898 |
| illustrated | Illustrated |
| indexdate | 2024-12-23T14:59:59Z |
| institution | BVB |
| institution_GND | (DE-588)5289420-4 |
| isbn | 008042838X |
| language | Undetermined |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-008334614 |
| oclc_num | 845033579 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-83 |
| owner_facet | DE-91 DE-BY-TUM DE-83 |
| physical | VII, 932 S. Ill. |
| publishDate | 1997 |
| publishDateSearch | 1997 |
| publishDateSort | 1997 |
| publisher | Pergamon |
| record_format | marc |
| spellingShingle | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] Bruchmechanik (DE-588)4112837-0 gnd Geomechanik (DE-588)4126903-2 gnd Deformationsverhalten (DE-588)4148995-0 gnd |
| subject_GND | (DE-588)4112837-0 (DE-588)4126903-2 (DE-588)4148995-0 (DE-588)4126104-5 (DE-588)1071861417 |
| title | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] |
| title_auth | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] |
| title_exact_search | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] |
| title_full | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] IS-Nagoya '97. Ed. by Akira Asaoka ... |
| title_fullStr | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] IS-Nagoya '97. Ed. by Akira Asaoka ... |
| title_full_unstemmed | Deformation and progressive failure in geomechanics [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] IS-Nagoya '97. Ed. by Akira Asaoka ... |
| title_short | Deformation and progressive failure in geomechanics |
| title_sort | deformation and progressive failure in geomechanics international symposium on deformation and progressive failure in geomechanics nagoya japan 4 7 october 1997 |
| title_sub | [International Symposium on Deformation and Progressive Failure in Geomechanics, Nagoya, Japan, 4 - 7 October, 1997] |
| topic | Bruchmechanik (DE-588)4112837-0 gnd Geomechanik (DE-588)4126903-2 gnd Deformationsverhalten (DE-588)4148995-0 gnd |
| topic_facet | Bruchmechanik Geomechanik Deformationsverhalten Nagoya Konferenzschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008334614&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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