Experimental study of strain accumulation of silica sand in a cyclic triaxial test (Benoot et al.)
Long-term behavior of crushed concrete in road structure (Dettenborn et al.)
Effect of pre-loading on dynamic soil properties and deformation characteristics (Vámos & Szendefy)
Experimental and numerical (DEM and FEM) non-cohesive soil uniaxial compression (Skuodis & Norkus)
Effective stress model for soft Scandinavian clays (Rønningen et al.)
Shear modulus of selected cohesive soils in a wide range of strain (Gabryś)
Characteristics of oscillatory drums in dynamic roller compaction (Pistrol)
Modelling the behaviour of a disk of clay during pile driving using hypoplasticity (de Chaunac & Holeyman)
Vibration isolation in soil by thin vertical foam barriers (Sprengel)
Advanced analyses of cone penetration tests in fine-grained soils (Uhlig)
Multichannel analysis of surface waves for estimation of soils stiffness profiles (Olafsdottir et al.)
Static load test analysis for 600 mm bored pile in stiff soil (Šiša)
Behaviour of single piles under axial loading (Ribeiro)
Field measurements investigating the stress strain behavior of driven pile foundations on hard soil (Sursanov & Ponomaryov
Piling phenomena in weak coral rock (Arda et al.)
Peculiarities of implementation of primary numerical modeling when determination of the forces of negative friction on pile side surface in condition of its test with static load (Karpenko)
Determination of the bearing capacity value of large diameter piles using the Osterberg test method and large scale tests (Zavarzina)
Comparison of 2D and 3D FEM calculations, strengthening of the Little Belt Bridge of 1935 in Denmark (Knudsen)
Zero-valent iron/pumice granular mixtures used in permeable reactive barriers for the remediation of heavy metals contaminated groundwater (Bilardi)
Numerical analysis for improved design of piled and other ground heat exchanger applications (Cecinato)
The effect of freeze-thaw action on the mechanical properties of the active Bahlui clay stabilized with lime and/or cement (Hotineanu)
Heating and cooling an energy pile under working load in Valencia (De Groot et al.)
Pressuremeter tests on a rock glacier in the Swiss Alps (Buchli et al.)
Multi-disciplinary site investigations: integration of geology, geophysics and geotechnics in offshore wind projects (Funes)
On the multi-directional loading of a monopile foundation: finite element modeling (Sheil)
Feasibility of simulating pile set-up in centrifuge model tests (de Lange)
Assessment of mudmat foundation settlements in calcareous soils (Gloppestad et al.)
Numerical and laboratory analysis of anchors embedded in sandy seabed (Cañizal)
Pre-design of gravity-based sub-structures for offshore wind turbines (Abadías)
The design of soil reinforced structures with thin concrete facing panels under railways (Toth et al.)
Experimental and numerical approaches of the design of geosynthetic reinforcements overlying voids (Huckert et al. )
Strength verification of soil-cement columns; a scale laboratory investigation of the Push-In Resistance Test (Timoney)
Three dimensional numerical modelling of tunnels with jet grouting canopy (Ochmański)
Seminatural experimental studies of geotextile encased stone columns (Shenkman & Ponomaryov)
Feasibility study of random fibre reinforced railway ballast (Ajayi et al.)
Geo-hazards and urban planning (Bozo)
Geotechnical supervision of a construction work of reservoirs in karst region (Šindler & Kaić)
Rockfall experimental investigation in 3D space (Asteriou)
Geotechnical Risk Management applied at reconstruction of underground parking in historical and vulnerable urban surrounding (Balder)
Informed decisions on safety assessments of historic structures (Wierenga & van der Meer)
Lindisfarne castle: a rock mass stability assessment (Jones)
Earth pressure on retaining walls in slopes (Ausweger)
South Toulon tube: numerical back-analysis on a monitoring zone (Janin et al.)
Stability analysis of an underground structure cut into calcareous marl, Castle Hill, Budapest (Hungary) (Czinder et al.)
Comparative numerical modelling of granular soil embankment stability using LEM, FEM, FEM-SPH and DEM approaches (Bugea & Priceputu)
Safety factor against sliding of gravity dams founded on fractured rock masses considering an impersistent joint set (Cabrera & Senent)
Shear band localization behind retaining walls (Altunbas et al.)
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