... ranges from 1.6 to 1.7 for the dumped side support, 4.5 for a side support with a moderate degree of compaction, and 2.2 to 2.9 for the side support placed to a high degree of compaction. pipe fiberglass pipe flexible pipe deflection test section soil mechanics soil tests time factors...

.... In each of these roles, careful application of geotechnical engineering principles can contribute toward more efficient and environmentally safe waste disposal operations. geotechnical engineering soil mechanics waste disposal ocean dredging canisters radioactive waste solidification...

... by the indeterminate effects of sample disturbance. geotechnology deep sea radioactive waste disposal penetrators drilled emplacement pore pressures thermal effects laboratory testing in-situ testing marine geology soil mechanics sediment shear strength Tim J. Freeman I Geotechnical Aspects...

.... sediments deep sea marine geology soil mechanics geotechnology shear strength laboratory testing in-situ testing penetrators (or penetration testing) radioactive waste disposal Tim J. Freeman ~ and Ruud T. E. Schiittenhelm 2 A Geotechnical Investigation of a Deep Ocean Site REFERENCE: Freeman, T...

... will be continually monitored for several years. This paper describes the installation and pipe deflection measurements through the 2-year reading. pipe PVC pipe flexible pipe deflection test section soil mechanics soil tests time factors soil-structure interaction Amster K. Howard LOAD-DEFLECTION...

... undrained shear strength soil mechanics state-of-the-art review strain-rate effects undrained strength relationships plasticity index relationships Richard J. Chandler ~ The In-Situ Measurement of the Undrained Shear Strength of Clays Using the Field Vane REFERENCE: Chandler, R. J., "The In-Situ...

... procedures and to interpret the tests when only a limited percentage of strain is available for each compression stage, stress versus strain, normalized stress versus strain, normalized tangent modulus versus stress, and Kondner's hyperbolic criterion were used in the analysis. soil mechanics triaxial...

... and changes in influent chemistry throughout the test. laboratory testing hydraulic conductivity hazardous waste soil mechanics geotechnology clays triaxial permeameters compatibility Jeffrey C. Evans^ and Hsai-Yang Fang^ Triaxial Permeability and Strength Testing of Contaminated Soils...

... behavior, and their friction angles were essentially constant with very little effect of orientation. anisotropic boundary condition dilation failure laboratory test mechanical properties sands shear strength soil mechanics stress-strain curve triaxial test Poul V. Lade^ and Uzair Wasif...

... of alternative ways in which such data may be presented while maintaining maximum objectivity. soil mechanics research shear testing true triaxial stress path strain path clay anisotropy David W. Airey^ and David M. Wood^ The Cambridge True Triaxial Apparatus REFERENCE: Airey, D. W. and Wood, D...

... in conjunction with field observations. More research of this kind is needed to improve the usefulness of consolidation theories and testing. consolidation overconsolidation preconsolidation pressure soil mechanics soil properties soil structure soil tests Carl B. Crawford} State of the Art...

... standardized. The principal conclusion is that in-situ strength testing usually involves fewer significant problems than sample collection and laboratory testing. drilling field tests instrumentation shear strength soil mechanics vane shear tests cone penetration test ocean soil pressurementer...

... method varied from 0.34 for the deeper normally consolidated sediments to 1.1 for the near surface apparently overconsolidated sediments. The effective stress parameters were c′ = 1 to 22 kPa and φ ′ = 21° to 35°. marine clay shear strength soil mechanics deep sea pelagic sediments marine...

... assessment of liquefaction potential. Wave and earthquake loadings are not strong enough to cause significant amounts of liquefaction in most areas. liquefaction sediments soil mechanics cyclic loading earthquakes geotechnology wave loading William J. Winters ^ Liquefaction Potential...

... piles by Assadeh and Davison ( Journal of the Soil Mechanics and Foundation Division, Proceedings of the American Society of Civil Engineers , Vol. 96, No. SM5, Sept. 1970, pp. 1583–1603). Using the soil constants resulted in computed load-deflection curves closely approximating actual data...

... gas production methane organic soil peat soil mechanics Richard E. Wardwell,^ Wayne A. Charlie," and Kenneth A. Doxtader^ Test Method for Determining the Potential for Decomposition in Organic Soils REFERENCE: Wardwell, R. E., Charlie. W. A., and Doxtader, K. A.. "Test Method for Determining...

... cementation (chemical). calcareous soil sediment deep sea marine geology soil mechanics geotechnology shear strength H. J. Lee^ Bulk Density and Shear Strength of Several Deep-Sea Calcareous Sedinnents REFERENCE: U e , H. J., "Bulk Density and Shear Strength of Several Deep-Sea Calcareous...

... should be routinely performed as an index property on deep-sea sediment specimens to determine the presence of hollow nannofossil and foram particles. behavior calcium carbonate marine sediments mechanical properties microfossils microstructure soil mechanics soil water K. R. Demars...

..., with the result that the soil behaves as an essentially cohesionless material, sometimes having an extremely high compressibility. soils sands soil mechanics compressibility strength liquefaction cementation S. Frydman^ Calcareous Sands of the Israeli Coastal Plain REFERENCE: Frydman, S...

.... tests pipes (tubes) subsurface structures soil mechanics composite materials stresses deformation Naftali Galili^ and Itzhak Shmulevich Testing of Buried FiberglassReinforced Plastic Pipes REFERENCE: Galili, Naftali and Shmulevich, Itzhak, "Testing of Buried FiberglassReinforced Plastic Pipes...