Proceedings
- 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.)