Shear Strength of Sand Under General Stress System (9999)
Consolidated-drained shear tests conducted in the modified Universal Triaxial Apparatus on dense cubical specimens of an Ottawa sand with b, i.e. (Sigma sub 2 Prime-Sigma sub 3 Prime)/(Sigma sub 1...
Geotechnical Exploration Methods for Offshore Structures (9999)
With many countries of the world now involved in offshore exploration/development of oil and gas fields, extensive geotechnical investigations have been carried out in different sea conditions. A...
Prediction of Drivability of Offshore Piles Using Wave Equation Analysis (9999)
Results of wave equation analysis carried out to investigate the drivability of 48-inch diameter pipe piles for a typical platform in the Bassein area are presented. Case histories of pile...
Shear Behaviour of Sand Under Generalised Conditions of Stress and Strain (9999)
Consolidated-drained tests have been conducted in (Universal Triaxial Apparatus) UTA to study the strength and deformation characteristics of dense, medium and loose specimens of Ottawa sand and...