International Standard Serial Number (issn)
- 0016-8505
Geotechnique: international journal of soil mechanics
JournalIdentity
Other
Publication Venue For
- Inception of geohydraulic failures in granular soils – an experimental and theoretical treatment 2018
- The role of compaction energy on the small strain properties of a compacted silty sand subjected to drying – wetting cycles 2015
- Behaviour of clay-fouled ballast under cyclic loading 2014
- Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast 2014
- Behaviour of clay-fouled ballast under drained triaxial testing 2013
- Conceptual model describing smear zone caused by mandrel action 2013
- Effect of confining pressure and frequency on the deformation of ballast 2013
- Radial consolidation model incorporating the effects of vacuum preloading and non-Darcian flow 2013
- Shear behaviour of rock joints with unsaturated infill 2013
- Vertical drain consolidation with non-Darcian flow and void ratio dependent compressibility and permeability 2012
- A shear-displacement criterion for soil-infilled rock discontinuities 2010
- The use of particle size distribution by surface area method in predicting the saturated hydraulic conductivity of graded granular soils 2010
- Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method 2009
- Influence of particle breakage on the resilient modulus of railway ballast 2009
- Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations 2009
- Evaluation of undrained response from drained triaxial shear tests: DEM simulations and Experiments 2008
- Shear strength model for overconsolidated clay-infilled idealised rock joints 2008
- Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading 2007
- Vertical drain consolidation with overlapping smear zones 2007
Identity
International Standard Serial Number (issn)
- 0016-8505
Other
Publication Venue For
- Inception of geohydraulic failures in granular soils – an experimental and theoretical treatment 2018
- The role of compaction energy on the small strain properties of a compacted silty sand subjected to drying – wetting cycles 2015
- Behaviour of clay-fouled ballast under cyclic loading 2014
- Effect of cyclic loading frequency on the permanent deformation and degradation of railway ballast 2014
- Behaviour of clay-fouled ballast under drained triaxial testing 2013
- Conceptual model describing smear zone caused by mandrel action 2013
- Effect of confining pressure and frequency on the deformation of ballast 2013
- Radial consolidation model incorporating the effects of vacuum preloading and non-Darcian flow 2013
- Shear behaviour of rock joints with unsaturated infill 2013
- Vertical drain consolidation with non-Darcian flow and void ratio dependent compressibility and permeability 2012
- A shear-displacement criterion for soil-infilled rock discontinuities 2010
- The use of particle size distribution by surface area method in predicting the saturated hydraulic conductivity of graded granular soils 2010
- Consolidation analysis of a stratified soil with vertical and horizontal drainage using the spectral method 2009
- Influence of particle breakage on the resilient modulus of railway ballast 2009
- Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations 2009
- Evaluation of undrained response from drained triaxial shear tests: DEM simulations and Experiments 2008
- Shear strength model for overconsolidated clay-infilled idealised rock joints 2008
- Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading 2007
- Vertical drain consolidation with overlapping smear zones 2007