ALBERT

All Library Books, journals and Electronic Records Telegrafenberg

feed icon rss

Your email was sent successfully. Check your inbox.

An error occurred while sending the email. Please try again.

Proceed reservation?

Export
  • 1
    Publication Date: 1994-04-01
    Description: Terzaghi's one-dimensional consolidation theory is modified to account for the compressibility of fluid and solid phases. The proposed modified equations can be used to analyze the consolidation response of unsaturated soils over the saturation range where the gases remain in an occluded form (generally within a range between 80 and 100aturation); however, such applications are subject to the same limitations and idealizations implicit in Terzaghi's classical consolidation theory. The purpose of this note, therefore, is to offer a simple solution and not to unravel the complexities involved in general analysis of flow and deformation response of unsaturated soils. The proposed approach involves defining the consolidation coefficient, and hence the time factor, in terms of an equivalent fluid compressibility. This equivalent fluid is assumed to represent the compressibility characteristics of all the compressible phases that constitute the soil skeleton. The proposed generalized form of Terzaghi's consolidation equations is shown to qualitatively capture the consolidation behaviour of unsaturated soils. To test the validity of the formulations presented, one-dimensional oedometer tests were performed on specimens of Lantz clay that had been prepared at different saturation levels; satisfactory agreement was achieved between the theoretical and measured data at two states of saturation. Key words : consolidation, theoretical solutions, oedometer test, compressible fluid, occluded gas.
    Print ISSN: 0008-3674
    Electronic ISSN: 1208-6010
    Topics: Geosciences
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 2
    Publication Date: 1991-06-01
    Print ISSN: 0198-0149
    Electronic ISSN: 1878-2477
    Topics: Biology , Geosciences , Physics
    Published by Elsevier
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 3
    facet.materialart.
    Unknown
    PANGAEA
    In:  Supplement to: Moran, Kate; Christian, Harold A (1990): Strength and deformation behavior of sediment from the Lesser Antilles Forearc Accretionary Prism. In: Moore, JC; Mascle, A; et al. (eds.), Proceedings of the Ocean Drilling Program, Scientific Results, College Station, TX (Ocean Drilling Program), 110, 279-288, https://doi.org/10.2973/odp.proc.sr.110.150.1990
    Publication Date: 2024-01-09
    Description: The shape and morphology of the northern Barbados Ridge complex is largely controlled by the sediment yield and failure behavior in response to high lateral loads imposed by convergence. Loads in excess of sediment yield strength result in nonrecoverable deformations within the wedge, and failure strength acts as an upper limit beyond which stresses are released through thrust faults. Relatively high loading rates lead to delayed consolidation and in-situ pore pressures greater than hydrostatic. The sediment yield and failure behavior is described for any stress path by a generalized constitutive model. A yield locus delineates the onset of plastic (non-recoverable) deformation, as defined from the isotropic and anisotropic consolidation responses of high-quality 38-mm triaxial specimens; a failure envelope was obtained by shearing the same specimens in both triaxial compression and extension. The yield locus is shown to be rotated into extension space and is centered about a K-line greater than unity, suggesting that the in-situ major principal stress has rotated into the horizontal plane, and that the sediment wedge is being subjected to extensional effective stress paths.
    Keywords: 110-671B; 110-672A; 110-676A; DRILL; Drilling/drill rig; Joides Resolution; Leg110; Ocean Drilling Program; ODP; South Atlantic Ocean
    Type: Dataset
    Format: application/zip, 2 datasets
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 4
    Publication Date: 2024-01-09
    Keywords: 110-671B; 110-672A; 110-676A; Density, wet bulk; DEPTH, sediment/rock; DRILL; Drilling/drill rig; Event label; Joides Resolution; Leg110; Liquidity index; Liquid limit; Number; Ocean Drilling Program; ODP; Plastic index; Plastic limit; South Atlantic Ocean; Specific gravity; Void Ratio description; Water content, dry mass
    Type: Dataset
    Format: text/tab-separated-values, 97 data points
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
  • 5
    Publication Date: 2024-01-09
    Keywords: -; 110-671B; 110-672A; 110-676A; Axial effective stress; Coefficient; DEPTH, sediment/rock; DRILL; Drilling/drill rig; Event label; Horizontal stress; Joides Resolution; Leg110; Number; Ocean Drilling Program; ODP; Preconsolidation pressure; Radial effective stress; Ratio; Sample method; Shear strength, primary; South Atlantic Ocean; Vertical effective stress
    Type: Dataset
    Format: text/tab-separated-values, 105 data points
    Location Call Number Expected Availability
    BibTip Others were also interested in ...
Close ⊗
This website uses cookies and the analysis tool Matomo. More information can be found here...