Acta Geotechnica Volume 5, Number 4, (December 2010...
Transcript of Acta Geotechnica Volume 5, Number 4, (December 2010...
Acta Geotechnica
Volume 5, Number 4, (December 2010)
Thermal conductivity measurements of coarse-grained gravel materials using a hollow
cylindrical sensor
Norbert I. Kömle, Erika S. Hütter and Wenjie J. Feng
Effect of density and compressibility on K0 of cohesionless soils
Peijun Guo
Exploring the undrained induced anisotropy of Hostun RF loose sand
T. Doanh, Ph. Dubujet and G. Touron
Formulation and validation of a constitutive model for sands in monotonic shear
A. Sfriso and G. Weber
Effect of local nonlinearity in cohesionless soil on optimal radius minimizing fixed-head
pile bending by inertial and kinematic interactions
Masato Saitoh
ASTM – Geotechnical Testing Journal
No New Issue
Canadian Geotechnical Journal
Volume 47, Number 12, (December, 2010)
Performance evaluation of a tailings pond seepage collection system
Naoki Yasuda, Neil R. Thomson, and Jim F. Barker
Three-dimensional stability charts for slopes based on limit analysis methods A. J. Li, R. S. Merifield, and A. V. Lyamin
Impact compression behaviors of high-capacity long piles
Arthur K.O. So and Charles W.W. Ng
Advanced numerical simulation of collapsible earth dams
Márcio Muniz de Farias and Manoel Porfirio Cordão Neto
Design and performance of the Yele asphalt-core rockfill dam
Weibiao Wang, Kaare Höeg, and Yingbo Zhang
A simplified method to estimate the soil-water characteristic curve
Kheng-Boon Chin, Eng-Choon Leong, and Harianto Rahardjo
A model for geotechnical analysis of flow slides and debris flows
Xiaobo Wang, Norbert R. Morgenstern, and Dave H. Chan
Centrifuge modelling of soil slopes reinforced with vegetation
R. Sonnenberg, M. F. Bransby, P. D. Hallett, A. G. Bengough, S. B. Mickovski, and M. C.R.
Davies
Computers and Geotechnics
Volume 37, Issue 7-8 (November 2010)
Characterisation of conduction phenomena in soils at the particle-scale: Finite element
analyses in conjunction with synthetic 3D imaging
Guillermo A. Narsilio, Jeremy Kress, Tae Sup Yun
Sensitivity analysis applied to slope stabilization at failure
V. Navarro, A. Yustres, M. Candel, J. Lopez, E. Castillo
Microscale characterization of energy dissipation mechanisms in liquefiable granular soils
U. El Shamy, C. Denissen
Mobilized side and tip resistances of piles in clay
Mohamed Ashour, Gary M. Norris, Sherif Elfass, Ashraf Z. Al-Hamdan
A semi-analytical solution to consolidation of unsaturated soils with the free drainage well
Aifang Qin, De'an Sun, Liuping Yang, Yufei Weng
Probabilistic stability assessment of slopes using high dimensional model representation
Rajib Chowdhury, B.N. Rao
Evaluation of monotonic and non-monotonic dissipation test results
Emoke Imre, Pal Rozsa, Lachlan Bates, Stephen Fityus
Back analysis of slope failure with Markov chain Monte Carlo simulation
L.L. Zhang, J. Zhang, L.M. Zhang, W.H. Tang
Stress ratio-fabric relationships of granular soils under axi-symmetric stress and plane-
strain loading
Eui-Ryong Jang, Young-Hoon Jung, Choong-Ki Chung
On the response prediction of horizontally loaded fixed-head pile groups in sands
Mello C. Papadopoulou, Emilios M. Comodromos
Modelling pile capacity using Gaussian process regression
Mahesh Pal, Surinder Deswal
Influence of heterogeneity on the reliability and failure of a long 3D slope
M.A. Hicks, W.A. Spencer
Modified Structured Cam Clay: A generalised critical state model for destructured,
naturally structured and artificially structured clays
Jirayut Suebsuk, Suksun Horpibulsuk, Martin D. Liu
A simplified approach for settlement analysis of single pile and pile groups considering
interaction between identical piles in multilayered soils
Qian-Qing Zhang, Zhong-Miao Zhang, Jing-Yu He
Numerical and experimental studies of pressure-controlled cavity expansion in completely
decomposed granite soils of Hong Kong
S.Y. Wang, D.H. Chan, K.C. Lam, S.K.A. AU
Three-dimensional random network model for thermal conductivity in particulate
materials
Tae Sup Yun, T. Matthew Evans
Three-dimensional numerical modelling of the behaviour of a pile subjected to cyclic
lateral loading
E. Bourgeois, M.H.J. Rakotonindriana, A. Le Kouby, P. Mestat, J.F. Serratrice
Scour effects on the response of laterally loaded piles considering stress history of sand
Cheng Lin, Caroline Bennett, Jie Han, Robert L. Parsons
Efficient Monte Carlo Simulation of parameter sensitivity in probabilistic slope stability
analysis
Yu Wang, Zijun Cao, Siu-Kui Au
Numerical solution of active earth pressures on rigid retaining walls built near rock faces
Chia-Cheng Fan, Yung-Show Fang
Engineering Geology
Volume 116, Issues 3-4, (23 November 2010)
Research papers
Shear wave structural models of Venice Plain, Italy, from Time Cross Correlation of
seismic noise
J. Boaga, F. Vaccari, G.F. Panza
Geophysical characterization of contaminated urban fills
Jean-Philippe Boudreault, Jean-Sebastien Dube, Michel Chouteau, Thierry Winiarski, Eric
Hardy
Micro-fabric transformation of Taleqan white clay under constant volume swelling
condition
Arya Assadi Langroudi, S. Shahaboddin Yasrobi
Monitoring of the Beauregard landslide (Aosta Valley, Italy) using advanced and
conventional techniques
G. Barla, F. Antolini, M. Barla, E. Mensi, G. Piovano
Quantitative landslide hazard assessment along a transportation corridor in southern India
Pankaj Jaiswal, Cees J. van Westen, Victor Jetten
Field evaluation of deformation characteristics of a lacustrine clay deposit using seismic
piezocone tests
Guojun Cai, Songyu Liu, Liyuan Tong
Karstification of aquifers interspersed with non-soluble rocks: From basic principles
towards case studies
Douchko Romanov, Georg Kaufmann, Thomas Hiller
Landslide susceptibility mapping in Injae, Korea, using a decision tree
Young-Kwang Yeon, Jong-Gyu Han, Keun Ho Ryu
Analysis of subsidence using TerraSAR-X data: Murcia case study
Gerardo Herrera, Roberto Tomas, Daniel Monells, Giuseppe Centolanza, Jordi J. Mallorqui,
Fernando Vicente, Victor D. Navarro, Juan M. Lopez-Sanchez, Margarita Sanabria, Miguel
Cano, Joaquin Mulas
Pore fluid chemistry, stress?strain behaviour, and yielding in reconstituted highly plastic
clay
Alex Man, Jim Graham
Structure and kinematics of a landslide in a complex clayey formation of the Italian
Southern Apennines
C. Di Maio, R. Vassallo, M. Vallario, S. Pascale, F. Sdao
Quantitative evaluation of hydrogeological impact produced by tunnel construction using
water balance models
Juan Ramon Raposo, Jorge Molinero, Jorge Dafonte
In-situ stress measurements and stress distribution characteristics in underground coal
mines in China
H. Kang, X. Zhang, L. Si, Y. Wu, F. Gao
Geomechanics and Geoengineering
Volume 5 Issue 4 2010
Mechanical behaviour of expansive soils after several drying and wetting cycles
Hossein Nowamooz; Farimah Masrouri
Review of mehods of analysis for the use of vacuum preloading and vertical drains for soft
clay improvement
Buddhima Indraratna; Xueyu Geng; Cholachat Rujikiatkamjorn
An analytical solution for the nonlinear distribution of effective and total stresses in
vertical backfilled stopes
Li Li; Michel Aubertin
Seismic centrifuge modelling of earth dams
Louis Ge; Yu Bao; Chin-Kuan Ni; Hon-Yim Ko
Application of thermal flux for establishing soil–water characteristic curve of kaolin
B. Hanumantha Rao; D. N. Singh
Seismic uplift capacity of inclined strip anchors in sand using upper bound limit analysis
Priyanka Ghosh
Model for analysis of fiber-reinforced clayey soil
G.L. Sivakumar Babu; Sandeep Kumar Chouksey
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
Volume 4 Issue 4 (Dec 2010)
Application of the dynamic bounds method in the safety assessment of flood defences, a
case study: 17th Street flood wall, New Orleans M. Rajabalinejad; P. H. A. J. M. van Gelder; Zeki Demirbilek; Tew-Fik Mahdi; J. K. Vrijling
Settlement prediction by spatial-temporal random process using Asaoka's method Pongwit Rungbanaphan; Yusuke Honjo; Ikumasa Yoshida
Reliability of shallow foundations designed to Eurocode 7 William S. Forrest; Trevor L. L. Orr
Reduction factors in seismic codes: on the components to be taken into account for design
purposes L. Sanchez-Ricart
Geosynthetics International
Volume 17, Issue 6, (December 2010)
New analytical procedure for seismic analysis of reinforced retaining wall with cohesive-
frictional backfill A. Ghanbari; M. Ahmadabadi
Strength and small-strain modulus of lightweight geomaterials: cement-stabilised sand
mixed with compressible expanded polystyrene beads K. Onishi; Y. Tsukamoto; R. Saito; T. Chiyoda
Deformation response of shored MSE walls under surcharge loading in the centrifuge Y.-B. Lee; H.-Y. Ko; J.S. McCartney
Geosynthetic strain gage installation procedures and alternative strain measurement
methods for roadway applications K.A. Warren; B. Christopher; I.L. Howard
Effect of deformation of prefabricated vertical drains on discharge capacity H.H. Tran-Nguyen; T.B. Edil; J.A. Schneider
Contribution of hand-knotted coir netting to the bearing capacity of loose sand P. Vinod; A.B. Bhaskar
Geotechnical and Geological Engineering
No New Issue
Géotechnique
Volume 60, Issue 12, (December 2010)
Stiff sedimentary clays: geological origins and engineering properties
R.J. CHANDLER
Engineering in stiff sedimentary clays
B. SIMPSON
A microstructurally based effective stress for unsaturated soils
E.E. ALONSO; J.-M. PEREIRA; J. VAUNAT; S. OLIVELLA
Behaviour of an old masonry tunnel due to tunnelling-induced ground settlement
H. MOHAMAD; P.J. BENNETT; K. SOGA; R.J. MAIR; K. BOWERS
Analysis of the cone penetration test in layered clay
J. WALKER; H.-S. YU
Effectiveness of filters in reducing consolidation time in routine laboratory testing
V. SIVAKUMAR; P. MACKINNON; J. ZAINI; P. CAIRNS
The use of particle size distribution by surface area method in predicting the saturated
hydraulic conductivity of graded granular soils
L.D.O. TRANI; B. INDRARATNA
DISCUSSION:
Anisotropic creep model for soft soils M. LEONI, M. KARSTUNEN and P. A. VERMEER
(2008), Géotechnique 58, No. 3, 215–226
E.J. den Haan
Theoretical description of embankment erosion owing to overflow K. FUJISAWA, A.
KOBAYASHI and S. AOYAMA (2009). Géotechnique 59, No. 8, 661–671
Ashok K. Chugh
Geotextiles and Geomembranes
Volume 28, Issue 6, (December, 2010)
Seismic displacements of landfills and deformation of geosynthetics due to base sliding
Varvara Zania, Yiannis Tsompanakis, Prodromos N. Psarropoulos
Ten year creep puncture study of HDPE geomembranes protected by needle-punched
nonwoven geotextiles
Robert M. Koerner, Y.G. Hsuan, George R. Koerner, David Gryger
Behavior of EPS geofoam in stress-controlled cyclic uniaxial tests
Aurelian C. Trandafir, Steven F. Bartlett, Bret N. Lingwall
Vacuum-drain consolidation induced pressure distribution and ground deformation
Jinchun Chai, Zhenshun Hong, Shuilong Shen
Properties of geosynthetics exhumed from a final cover at a solid waste landfill
Craig H. Benson, I. Emre Kucukkirca, Joseph Scalia
Large scale tests on geosynthetic reinforced unpaved roads subjected to surface
maintenance
Ennio M. Palmeira, Luiz G.S. Antunes
Development and interpretation of a multi-axial tension test for geotextiles
T.L. Andrejack, J. Wartman
Investigation of factors influencing behavior of single geocell-reinforced bases under static
loading
Sanat K. Pokharel, Jie Han, Dov Leshchinsky, Robert L. Parsons, Izhar Halahmi
Evaluation of permeability characteristics of a geosynthetic-reinforced soil through
laboratory tests
D.V. Raisinghani, B.V.S. Viswanadham
Two dimensional experimental study for the behaviour of surface footings on unreinforced
and reinforced sand beds overlying soft pockets
M.H.A. Mohamed
Ground Improvement
No New Issue
International Journal of Geomechanics
Volume 10, Issue 6 (November/December 2010)
Special Issue on Modeling in Geotechnical Engineering for Design and Materials
R. A. Tarefder, D. H. Chen, and Y. N. Ge
Measuring and Modeling Proportion-Dependent Stress-Strain Behavior of EPS-Sand
Mixture
An Deng and Yang Xiao
Monitoring and Modeling Grout Efficiency of Lifting Structure in Soft Clay
James C. Ni and Wen-Chieh Cheng
Dynamic Numerical Analysis of Antimoisture-Damage Mechanism of Permeable Pavement
Base
Xin-zhuang Cui
Modeling Permanent Deformation of Unbound Granular Materials under Repeated Loads
Cheng Chen, Louis Ge, and Jiansheng Zhang
Stability of Shallow Tunnel Using Rigid Blocks and Finite-Element Upper Bound Solutions
F. Yang and J. S. Yang
International Journal for Numerical and Analytical Methods in Geomechanics
Volume 34, Issue 18 (25 Dec 2010)
Micromechanical parameters in bonded particle method for modelling of brittle material
failure
T. Kazerani and J. Zhao
Physical and numerical investigation of a cemented granular assembly of steel spheres
M. S. Akram and G. B. Sharrock
Time-scale analysis in unsaturated porous media under external wave loads
Heng Xiao, Yin Lu Young and Jean H. Prévost
Large static problem in numerical limit analysis: A decomposition approach Zied Kammoun, Franck Pastor, Hichem Smaoui and Joseph Pastor
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 12, December 2010
Lateral Spreading Forces on Bridge Piers and Pile Caps in Laterally Spreading Soil: Effect
of Angle of Incidence
J. A. Knappett, S. Mohammadi, and C. Griffin
Nonlinear Dynamic Response of Piles under Horizontal Excitation
B. Manna and D. K. Baidya
Block Element Method for the Seismic Stability of Rock Slopes
Sheng-hong Chen, Weiming Wang, Hui-feng Zheng, and Isam Shahrour
Validation and Application of Empirical Liquefaction Models
Thomas Oommen, Laurie G. Baise, and Richard Vogel
Large-Scale Passive Earth Pressure Load-Displacement Tests and Numerical Simulation
Patrick Wilson and Ahmed Elgamal
Quantitative Risk Assessment of Cut-Slope Projects under Construction
Zhihong Li, Hongwei Huang, Farrokh Nadim, and Yadong Xue
Resultant Force of Lateral Earth Pressure in Unstable Slopes
Dov Leshchinsky and Fan Zhu
Tunneling beneath Buried Pipes: View of Soil Strain and Its Effect on Pipeline Behavior
A. M. Marshall, A. Klar, and R. J. Mair
Nonlinear Efficiency of Bored Pile Group under Lateral Loading
Anne Lemnitzer, Payman Khalili-Tehrani, Eric R. Ahlberg, Changsoon Rha,
Ertugrul Taciroglu, John W. Wallace, and Jonathan P. Stewart
Role of Linear Elasticity in Pile Group Analysis and Load Test Interpretation
Y. F. Leung, K. Soga, B. M. Lehane, and A. Klar
Influence of Osmotic Suction on the Soil-Water Characteristic Curves of Compacted
Expansive Clay
T. Thyagaraj and Sudhakar M. Rao
Evaporation, Unsaturated Flow, and Salt Accumulation in Multilayer Deposits of “Paste”
Gold Tailings
B. Fisseha, R. Bryan, and P. Simms
Effect of Wetting on Unconfined Compressive Strength of Cemented Sands
Sung-Sik Park
Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout
Experiment
Leon A. van Paassen, Ranajit Ghose, Thomas J. M. van der Linden, Wouter
R. L. van der Star, and Mark C. M. van Loosdrecht
Discussions and Closures
Discussion of “Interference of Two Closely Spaced Strip Footings on Sand Using Model
Tests” by J. Kumar and M. K. Bhoi
M. C. Wang
Closure by Jyant Kumar and Manas Kumar Bhoi
Discussion of “Shear Strength of Municipal Solid Waste” by J. D. Bray, D.
Zekkos, E. Kavazanjian Jr., G. A. Athanasopoulos, and M. F. Riemer
Sukhmander Singh
Closure by Jonathan D. Bray, Dimitrios Zekkos, Edward Kavazanjian Jr.,
George A. Athanasopoulos, and Michael F. Riemer
Discussion of “CPT-Based Method for the Installation of Suction Caissons in
Sand” by Marc Senders and Mark F. Randolph
Felipe A. Villalobos
Soils and Foundations
Vol. 50 (2010), No. 3
TECHNICAL PAPERS
SYSTEM RELIABILITY OF SLOPES BY RFEM
JINSONG HUANG, D. V. GRIFFITHS and GORDON A. FENTON
INFLUENCE OF TRANSIENT FLOODING ON MULTI-ANCHOR WALLS
YOSHIHISA MIYATA, RICHARD J. BATHURST, TAKEHARU KONAMI and KIYOMASA
DOBASHI
SOIL STRUCTURE CHARACTERISTICS OF UNDISTURBED DECOMPOSED
GRANITE SOIL AND THEIR EFFECTS ON COPPER PLUME MIGRATION
SEIICHI SASAKI and ROD LYNCH
ANALYSIS ON SETTLEMENT OF SOIL DEPOSITS FOLLOWING LIQUEFACTION
DURING EARTHQUAKES
YOSHIMICHI TSUKAMOTO and KENJI ISHIHARA
TECHNICAL NOTES
A MODIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED
DISPLACEMENT OF SLOPES CONTAINING A WEAK LAYER
JIANLIANG DENG, YUKIKA TSUTSUMI, HIROSHI KAMEYA and JUNICHI KOSEKI
COMPARISON OF LIQUEFACTION-INDUCED GROUND DEFORMATION
BETWEEN RESULTS FROM UNDRAINED CYCLIC TORSIONAL SHEAR TESTS
AND OBSERVATIONS FROM PREVIOUS MODEL TESTS AND CASE STUDIES
TAKASHI KIYOTA, JUNICHI KOSEKI and TAKESHI SATO
TESTING METHODS FOR HYDRO-MECHANICAL CHARACTERISTICS OF
UNSATURATED SOILS SUBJECTED TO ONE-DIMENSIONAL FREEZE-THAW
ACTION
TATSUYA ISHIKAWA, TETSUYA TOKORO, KOHEI ITO and SEIICHI MIURA
EFFECT OF LATERAL EARTH PRESSURE COEFFICIENT ON PRESSURE
CONTROLLED COMPACTION GROUTING IN TRIAXIAL CONDITION
S. Y. WANG, D. H. CHAN, K. C. LAM and S. K. A. AU
DISCUSSIONS
EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES
DEVELOPED AROUND A DISPLACEMENT PILE
THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY
APPLICATIONS INVOLVING STRESS REVERSALS
MARK TALESNICK
EXPERIMENTAL ARRANGEMENTS FOR INVESTIGATION OF SOIL STRESSES
DEVELOPED AROUND A DISPLACEMENT PILE
THE USE OF MINIATURE SOIL STRESS MEASURING CELLS IN LABORATORY
APPLICATIONS INVOLVING STRESS REVERSALS (Closure)
RICHARD J. JARDINE
Soil Dynamics and Earthquake Engineering
Vol.30, Issue 12, (December, 2010)
Investigating on the 1920 Garfagnana earthquake (Mw=6.5): Evidences of site effects in
Villa Collemandina (Tuscany, Italy)
Roberto De Ferrari, Gabriele Ferretti, Simone Barani, Daniele Spallarossa
Interaction of foundation−structure systems with seismically precarious slopes: Numerical
analysis with strain softening constitutive model
R. Kourkoulis, I. Anastasopoulos, F. Gelagoti, G. Gazetas
Analytical evaluation of the dynamic distress of rigid fixed-base retaining systems
George Papazafeiropoulos, Prodromos N. Psarropoulos
A SANISAND model with anisotropic elasticity
Ali Lashkari
Landslide intelligent prediction using object-oriented method
Xianmin Wang, Ruiqing Niu
Hydroelastic vibration and buckling of rectangular Mindlin plates on Pasternak
foundations under linearly varying in-plane loads
Sh. Hosseini-Hashemi, Mahmoud Karimi, D.T. Hossein Rokni
A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
P. Galvín, S. François, M. Schevenels, E. Bongini, G. Degrande, G. Lombaert
Disaggregation-based response weighting scheme for seismic risk assessment of structures
Ludovica Elefante, Fatemeh Jalayer, Iunio Iervolino, Gaetano Manfredi
Phase-scanning approach to correct time-shift inaccuracies in the surface-wave walk-away
method
Edwin A. Obando, Choon B. Park, Nils Ryden, Peter Ulriksen
Field velocity resistivity probe for estimating stiffness and void ratio
Hyung-Koo Yoon, Jong-Sub Lee