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Computers and Geotechnics, ISSN 0266-352X, 08/2019, Volume 112, pp. 342 - 349
Journal Article
Computers and Geotechnics, ISSN 0266-352X, 10/2016, Volume 79, pp. 96 - 104
A 3D numerical implementation of the limit analysis upper bound theorem is used to determine active horizontal earth pressure coefficients. Results of the... 
Finite elements | Three-dimensional active earth pressure coefficients | Upper-bound numerical analysis | WALLS | COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, GEOLOGICAL | FORMULATION | Analysis | Numerical analysis
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 01/2018, Volume 104, pp. 403 - 407
The seismic earth pressure problem is considered for the special case of a vertical wall with horizontal backfill. Using upper and lower bound finite element... 
Earth pressure | Pseudo-static | Retaining walls | Seismic | BOUND LIMIT ANALYSIS | ELEMENTS | GEOSCIENCES, MULTIDISCIPLINARY | ENGINEERING, GEOLOGICAL | RETAINING WALL | FORMULATION | Backfill | Equilibrium | Pressure | Studies | Finite element method | Earth | Lower bounds | Seismology | Earthquakes | Mathematical analysis | Safety engineering | Finite element analysis | Embedded structures
Journal Article
Engineering Geology, ISSN 0013-7952, 11/2017, Volume 230, pp. 55 - 63
Journal Article
Geotextiles and Geomembranes, ISSN 0266-1144, 2011, Volume 29, Issue 5, pp. 491 - 501
There are several methods proposed in the last two decades that can be used to design geosynthetic reinforced soil retaining walls and slopes. The majority of... 
Earth pressure coefficients | Internal stability | Seismic loading | Reinforced soil | Limit equilibrium | PARAMETERS | SEISMIC STABILITY ANALYSIS | ACCELERATION | GEOSCIENCES, MULTIDISCIPLINARY | BACKFILL | ENGINEERING, GEOLOGICAL | RETAINING WALLS | SLOPES | Earth | Geosynthetics | Reinforced soils | Seismic engineering | Reinforcement | Charts | Seismic phenomena | Failure mechanisms
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 05/2011, Volume 48, Issue 5, pp. 767 - 780
A three-dimensional (3D) numerical implementation of the limit analysis upper-bound theorem is used to determine passive horizontal earth-pressure... 
Three-dimensional passive earth-pressure coefficients | Finite elements | Upper-bound numerical analysis | Numerical analysis | Research | Pressure | Geophysics
Journal Article
Canadian Geotechnical Journal, ISSN 0008-3674, 05/2011, Volume 48, Issue 5, pp. 767 - 780
Journal Article
International Journal of Geomechanics, ISSN 1532-3641, 10/2012, Volume 12, Issue 5, pp. 584 - 595
AbstractConventional methods used for the design of anchored sheet pile walls are based on the lateral force and moment equilibrium of active and passive earth... 
Technical Papers | Earth pressure | Soil-structure interaction | Finite-element method | Limit analysis | Retaining walls | Sheet piles | Bulkheads | DESIGN | BEHAVIOR | FAILURE | PROPPED RETAINING WALL | ENGINEERING, GEOLOGICAL | SANDS | Earth | Anchors | Stress concentration | Bending moments | Piles | Mathematical models | Walls | Sheets
Journal Article
Canadian Geotechnical Journal/Revue Canadienne de Geotechnique, ISSN 0008-3674, 01/2015, Volume 52, Issue 9, pp. 1241 - 1254
A numerical method is developed to evaluate the passive earth pressure coefficients for an inclined rigid retaining wall resting against a horizontal... 
Earth | Equilibrium conditions | Mathematical analysis | Joining | Mathematical models | Thrust | Walls | Failure
Journal Article
Arabian Journal of Geosciences, ISSN 1866-7511, 9/2015, Volume 8, Issue 9, pp. 6643 - 6654
Lateral pressure coefficient is an important parameter in geological engineering, and it influences significantly the damage zone around boreholes. In... 
Lateral pressure coefficient | Energy evolution | Earth Sciences | Hydraulic slotting | Earth Sciences, general | Micro-crack | ROCK | PERMEABILITY-INCREASE | DRAINAGE | RELIEF | GEOSCIENCES, MULTIDISCIPLINARY | SEAM | BONDED-PARTICLE MODEL | NUMERICAL-SIMULATION | TECHNOLOGY | BLAST | Acoustic emission testing | Engineering geology | Analysis | Force and energy
Journal Article
Journal of Offshore Mechanics and Arctic Engineering, ISSN 0892-7219, 04/2018, Volume 140, Issue 2, pp. 022001 - 022001-9
Artificial frozen soils (AFS) have been used widely as temporary retaining walls in strata with soft and water-saturated soil deposits. After excavations,... 
Lateral earth pressure | Susceptible soils | Anisotropy | Freeze-thaw | Thermal gradient | REST | ENGINEERING, OCEAN | anisotropy | thermal gradient | lateral earth pressure | freeze-thaw | MECHANICAL-PROPERTIES | susceptible soils | CLAY | ENGINEERING, MECHANICAL
Journal Article
Geomechanics and Engineering, ISSN 2005-307X, 05/2016, Volume 10, Issue 5, pp. 657 - 676
Journal Article