... in determining the accuracy of the evaluation of the penetration resistance profile. drilling equipment penetration process bearing capacity shear strength spudcan engineering soil back-flow spudcan foundation upstream oil & gas experiment soil sample randolph kaolin clay silty clay...

... characteristics and law of soil rebound and recompression are carried out. geotechnical engineering recompression deformation rebound deformation resilience consolidation pressure high rebound recompression loading ratio soil sample deformation analysis foundation deformation tunnel rebound...

... earthquake motions. For each sample of tested Willamette Valley Silt, the Atterberg limits and plasticity indices were found using both the fall cone penetrometer method and the Casagrande method. The results of each method have been compared. The grain size distribution of the soil samples were performed...

... test characteristic renewable energy non-dimensional parameter offshore wind turbine prototype soil-structure interaction monopile initial stiffness support structure interaction wind energy soil sample dimensionless parameter experiment natural frequency confinement stress stiffness...

... content soil sample production monitoring upstream oil & gas soil thermal property pipe wall gas temperature flow in porous media heat transfer thermal diffusivity convection soil temperature production logging production control pipe sensor thermal property Modelling and Measuring...

... Abstract This paper presents an experimental study on the influence of wetting and drying on matric suction and moisture content of unsaturated compacted cohesive soils. Three as-compacted states and three levels of compaction energy of soil samples were investigated. Test results show...

... depth, velocity and volumetric sediment using rheological data collected in this study. Several series of FLO-2D simulation were performed on soil samples with various volumetric concentrations and various rheological properties. Effect of slope angle ranging from 10 to 40 was also studied...

.... The equilibrium scour depth was measured to 0.02 m near the pile which fit reasonably with Eq. 3. With use of Eq. 3 the scour depth should have been approximately 0.06 m. Soil Samples and Cone Penetration Tests Soil samples and cone penetration tests (CPT) were taken both within and outside the boundaries...

... shear apparatus has become an available equipment to study the soil behaviors under large shear displacement. The ring shear apparatus used in this study is the first ring shear apparatus that can exert cyclic stresses onto soil sample. In ring shear test, soil sample is placed and confined...

... A Study on Freezing Characteristics of Terra Nova Bay Soil in East Antarctica YoungSeok Kim*, SeungSeo Hong*, GyuJin Bae*, Jangguen Lee* * Division of Geotechnical Engineering & Tunnelling Research, Korea Institute of Construction Technology. Goyang, Gyeonggi, Korea ABSTRACT Soil samples taken...

... tube composite storm soft soil improvement stability engineering caisson guide dike construction breakwater soft soil rubble mount strength triaxial test soil sample surcharge load geotextile settlement ABSTRACT A case history of constructing offshore breakwater on soft...

... Two landslide-associated clay soils, namely from Kamenose, Japan and Miaowan, China, were tested under laboratory conditions to determine the influence of overburden stress history on their residual shear behaviour. Landslide soil samples were reconstituted and reconsolidated using a ring shear...

... for dissipation of induced pore pressures is necessary for the nextproceeding phase of dynamic compaction. membrane increment effective dynamic stress dynamic stress soil sample water level kpa soil column high water level improvement ratio upstream oil & gas pore pressure cone resistance...

... spudcan soil sample footprint model container Paper No. 2007-PCW-01 Leung 6 Shear Strength Changes Within Jack-up Spudcan Footprint C F Leung, C T Gan and Y K Chow Centre for Offshore Research and Engineering, National University of Singapore Singapore ABSTRACT Spudcan footprint left by former jack...

...-systems. A major concern has been the ability to predict the frost heaving pressure over the results of relatively short-term laboratory tests. The frost heaving pressure arising within the soil samples and the temperature of the samples inside were monitored with elapsed time. The degree of saturation...

... essential to the further development of our study. We therefore used MRI to make observations of changes in the water contents of soil samples during drying, and of the water absorption processes of soil samples, to clarify the relationship between changes in water content and the physical properties...

... the embedment depth and dimensions of the foundation for cost considerations. cathode yulchon clay steel plate shear strength electrode electric field soil sample seawater marine sediment welland sediment upstream oil & gas configuration reservoir characterization application water...

.... The influence of electrokinetics on the soil structure is characterized by changes in the pore size distributions determined by mercury intrusion porosimetry. The porosity of the treated soil samples is significantly lower and the pore diameters were significantly smaller than those of the untreated soil...

... energy consumption upstream oil & gas foundation water content cathode subsea system electrode electrokinetic strengthening undrained shear strength ek treatment steel plate strengthening soil sample Proceedings of the Eleventh (2001) international Offshore and Polar Engineering...

... and Eide (1967) employed electroosmosis to stabilize an excavation in a very soft Norwegian quick clay near Oslo. It was found that the average undrained shear strength was increased up to four folds. vane test model tank test kpa strengthening soil sample shear strength electrode...