| Paper Title |
564
|
Evaluating the erosion characteristics of river sediments under varying hydraulic conditions
A. Jianfar, J.A. Blatz, J.B. Smith
|
305
|
Modelling unfrozen water content in a silty clay permafrost deposit
Frederik Ancker Agergaard, Thomas Ingeman-Nielsen
|
274
|
Determining soil plasticity characteristics from physico-chemical properties
G.C. Fanourakis
|
1100
|
Comparison of liquid limit of highly plastic clay by means of casagrande and fall cone apparatus
Gitte Lyng Grønbech, Benjaminn Nordahl Nielsen, Lars Bo Ibsen
|
211
|
Monotonic undrained response of early age cemented paste backfill-sand blends
Abdullah Galaa, Murray Grabinsky, Will Bawden
|
972
|
Performance of theoretical models in predicting permeability of hydrate bearing sands
Mohana L. Delli, Jocelyn L.H. Grozic
|
124
|
Force chains and the fragmentation of granular materials
Luis E. Vallejo, Zamri Chik, Sebastian Lobo-Guerrero, Bernardo Caicedo
|
367
|
Formación de grandes volúmenes de arena mediante pluviación
Claudia M. González, Miguel P. Romo
|
1032
|
Demonstration of a physical modeling method to simulate expansive soil behavior
Matthew B. Tucker, Gordon Matheson
|
432
|
Ensayo de expansión en cámara triaxial
José Medina
|
147
|
Geotechnical properties of reconstituted dredged mud
Dhanya Ganesalingam, Arul Arulrajah, Jay Ameratunga, Peter J. Boyle, Nagaratnam Sivakugan
|
539
|
The Drying Behavior of a Disturbed Soft Clay
F.A.M. Marinho, F. Massad
|
248
|
Evaluation of suction-water content calibrations of filter paper
Katia V. Bicalho, Kamila F. Cupertino, Adelmo I. Bertolde
|
235
|
Discrete Element Modeling of 3D Irregularly-Shaped Particles
M.M. Mollanouri, A.A. Mirghasemi
|
234
|
A large scale laboratory swell test to establish the susceptibility to expansion of crushed rock containing pyrite
Michael L. J. Maher, Bernadette Azzie, Cróna Gray, Jon Hunt
|
850
|
Resistencia al corte de cenizas de origen volcánico considerando su anisotropía inherente
Dina V. Gómez, Manuel A. Builes, Alvaro Millán
|
686
|
Integrated interpretation with isotache concept of long-term consolidation behaviour for worldwide clays
Yoichi Watabe, Kaoru Udaka, Yukio Nakatani
|
395
|
Effect of overconsolidation on cyclic resistance correction factors Ks and Ka
V. Manmatharajan, S. Sivathayalan
|
299
|
Técnicas de microscopía y petrografía para caracterizar materiales de carreteras
Gloria I. Beltrán C.
|
635
|
Comparison of particle size distributions obtained by laser diffraction and sieve-hydrometer methods for oil sand tailings
Darren Senft, Srboljub Masala, Reza Nik, Scott Martens, Gennaro Esposito, Tim Eaton
|
687
|
Effect of imaging distance on image texture of sand in PIV analysis
Michael G. Dutton, W.A. Take, A. Neil
|
224
|
Transparent fused silica to model natural sand
Zhaohu Cao, Jinyuan Liu, Hanlong Liu
|
757
|
Cyclic shear response of undisturbed and reconstituted Fraser River Silt
Maria V. Sanín, Dharma Wijewickreme
|
388
|
Hollow cylinder torsional shear tests to evaluate the role of principal stress directions on cyclic resistance
S. Sivathayalan, V. Manmatharajan, P. Logeswaran
|
452
|
Liquefaction of clean sand using triaxial test
S.R. Pathak, R.S. Dalvi
|
168
|
Discrete element modeling of direct simple shear response of granular soils and model validation using laboaratory element tests
Antone Dabeet, Dharma Wijewickreme, Peter Byrne
|
920
|
Ensayo de colapso en cámara triaxial
José Medina
|
138
|
Undrained brittleness of sand in triaxial compression and ring shear tests
Abouzar Sadrekarimi, Scott Olson
|
1108
|
New equipment to conduct confined-accelerated creep tests on geosynthetics
F.A.N. Franca, B.S. Bueno, J.G. Zornberg
|
241
|
Effect of fibre inclusion on cemented soil
Amin Chegenizadeh, Hamid Nikraz
|
132
|
Electrical potential field around the laboratory resistivity equipment
Marluci Cristina Pregnolato, Anna Silvia P. Peixoto, Marcia Tiemi Yamasaki
|
337
|
Physical models consolidation by electro- osmosis
C.M.A.R. Melo, S. Tibana, F.A. Saboya, R.M. Reis, V.M. Del Aguila, E.Z. Silva
|
435
|
Liquefaction of fine-grained soils from cyclic dss testing
John P. Sully, Ender J. Parra, Gordon Fung, Haroon Bux, Paul A. Sully
|
724
|
Soil-geocell reinforcement interaction by pullout and direct shear tests
Nazri Mohidin, Marolo C. Alfaro
|
993
|
Equipment effects on dynamic properties of soils in resonant column testing
Soheil Moayerian, Lisa Katherine Reipas, Giovanni Cascante, Tim Newson
|
335
|
Availability of resilient modulus and permanent deformation laboratory tests of stabilized soil with municipal solid waste fly ash for pavements base
G.O.C. Vizcarra, M.D.T. Casagrande, L. Szeliga
|
764
|
Virtual fall cone tests using Discrete Element Method
Victor Machado da Silva, Leandro da Silva Carvalho, José Renato Moreira da Silva de Oliveira, Maria Esther Soares Marques
|
688
|
Development of a geosynthetic pullout test apparatus with transparent granular soil
F. Ezzein, R.J. Bathurst
|
933
|
Evaluating the Frequency Dependence of Dynamic Soil Properties in Leda Clays
Heather Crow, Jim Hunter, Giovanni Cascante, Dariush Motazedian
|
205
|
Assesing of crushing in granular materials using acoustic emission
B. Caicedo, A. Martinez, L. Vallejo
|
949
|
Measurements of shear wave velocity by resonant-column test, bender element test and miniature accelerometers
Javier Camacho-Tauta, Giovanni Cascante, Jaime A. Santos, António Viana da Fonseca
|
206
|
Experimental study of the strength and crushing of unsaturated spherical particles
B. Caicedo, A. Cacique, C. Contreras, L.E. Vallejo
|
1052
|
Laboratory equipment for the simulation of foundations in compacted trenches
Miguel Fernández Alvarez, Félix Rodríguez Alonso
|
871
|
Axial load capacity for an instrumented pile model: A review of Alpha and Beta methods
Miguel Rufiar, Manuel J. Mendoza, Enrique Ibarra
|
747
|
Effect of large diameter sample testing for offshore site investigation
S.H. Chew, S.K. Bharati, K.E. Chua, Jerry Lim
|
192
|
Investigation of subsurface settlement profiles above tunnels using transparent soil models
Mahmoud Ahmed, Magued Iskander
|
769
|
Modelisation numerique du tassement et de la consolidation des sols sous l-oedometre
Leila Arabet
|
1026
|
Estabilización de suelos loessicos mediante la incorporación de un aglomerante mineral
Pedro A. Arrúa, Gonzalo M. Aiassa, Marcelo G. Eberhardt, Inés C. Alercia
|
357
|
Sorption influence of chromium, cadmium, nickel and lead in monospecie and multispecie solution in a residual soil from Southern Brazil
Gláucia Carine dos Santos, Eduardo Pavan Korf, Karla Salvagni Heineck, Rafael de Souza Tímbola, Antonio Thomé
|
137
|
Phase relations between dynamic lateral earth pressures and acceleration of retaining walls
Abouzar Sadrekarimi
|
927
|
New methodology for dynamic soil characterization using the free-decay response in resonant column testing
Fernando J. Tallavo, Giovanni Cascante, Mahesh D. Pandey, Sriram Narasimhan
|
201
|
An experimental investigation on effect of inclusions on excess pore water pressure distribution in composite clay
J. Jalili, M.K. Jafari, A. Shafiee
|
308
|
The performance of soft clay soil stabilized with recycled gypsum in wet environment
Takeshi Kamei, Aly Ahmed, Keizo Ugai
|
303
|
Caracterización Mecánica de la Escoria Volcánica (Tezontle), de la Zona de Morelia, Michoacán, México.
C. Chávez, E. Arreygue, J. Alarcón
|
185
|
Uplift Behavior of Plate Anchors in Cohesionless Soil
Selçuk Bildik, Mustafa Laman
|