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Showing 1 to 15 of 15 for “"Residual shear strength"”.

  1. Effects of Temperature on Residual Shear Strength of Cohesive Soils

    … soil responses, the effects of temperature on residual shear strength of soils are not well understood. Previous studies on temperature effects on residual shear strength show some contradictory findings that might be attributed to the sample's mineralogical composition and the testing …

    vt Repository record for Effects of Temperature on Residual Shear Strength of Cohesive Soils (opens in a new tab)

  2. Probabilistic Post-Liquefaction Residual Shear Strength Analyses of Cohesionless Soil Deposits: Application to the Kocaeli (1999) and Duzce (1999) Earthquakes

    … natural soil slopes, and mine tailings. The residual or liquefied shear strength of the liquefiable soils is a very important parameter when evaluating stability and deformation of level and sloping ground. Current procedures for estimating the liquefied shear strength are based on extensive …

    vt Repository record for Probabilistic Post-Liquefaction Residual Shear Strength Analyses of Cohesionless Soil Deposits: Application to the Kocaeli (1999) and Duzce (1999) Earthquakes (opens in a new tab)

  3. Seismic Stability of Slopes in Sensitive Cohesive Soils

    The use of the field vane shear test for measuring the undrained peak and residual shear strength was also reviewed. A correction factor for use of the vane shear strengths in seismic stability evaluations was proposed. The validity of the proposed correction factor was verified using the Fourth …

    uiuc Repository record for Seismic Stability of Slopes in Sensitive Cohesive Soils (opens in a new tab)

  4. An Experimental Study of the Dynamic Behavior of Slickensided Surfaces

    When a clay soil is sheared, clay particles along the shear plane become aligned in the direction of shear, forming "slickensided" surfaces. Slickensided surfaces are often observed along the sliding plane in field landslides. Because the clay particles along a slickensided surface are already …

    vt Repository record for An Experimental Study of the Dynamic Behavior of Slickensided Surfaces (opens in a new tab)

  5. Meaning, measurement, and field application of fully softened shear strength of stiff clays and clay shales

    The mobilized shear strength in the failure of natural and cut slopes is important for design and stability evaluation. The intact shear strength is rarely available at the time of first-time slope failures. It is generally accepted that only residual shear strength is available for the reactivated …

    uiuc Repository record for Meaning, measurement, and field application of fully softened shear strength of stiff clays and clay shales (opens in a new tab)

  6. The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin

    … an embankment constructed between 1990 and 1992. Residual shear strength parameters, Φᵣ' = 7.6° with c' = 0 were determined for three landslides by back analysis. Laboratory tests showed Φᵣ' ranged from 6.0 to 9.1 °. Pore-water pressure distributions were characterized with models of steady state …

    sask Repository record for The relationship between slope stability and pore-water pressure in highly plastic clay in the Carrot River Basin (opens in a new tab)

  7. Soil and Site Characterization Using Electromagnetic Waves

    … proper knowledge and understanding of (1) the strength, (2) the fluid flow properties, and (3) the stress-deformation behavior of the earth materials. These important engineering properties are primarily determined by the components and structure of a soil, which also dictate the soil's …

    vt Repository record for Soil and Site Characterization Using Electromagnetic Waves (opens in a new tab)

  8. Residual strength of corroded reinforced concrete beams.

    … none addresses the problems associated with the residual strength of reinforced concrete beams exhibiting both main and shear reinforcement corrosion simultaneously. The aim of this research, therefore, was to determine the residual strength of corroded reinforced concrete beams where various …

    sheffield-hallam Repository record for Residual strength of corroded reinforced concrete beams. (opens in a new tab)

  9. Lime treatment to improve frictional resistance and stability of stiff clay slopes

    … cement or other stabilizers to the potential shear zone or along the pre-existing slip surface of reactivated landslides is an alternative to increase the stability and reduce the rate of movement. The effectiveness of lime treatment of soils has been commonly evaluated in terms of increased …

    uiuc Repository record for Lime treatment to improve frictional resistance and stability of stiff clay slopes (opens in a new tab)

  10. The Residual Strength of Liquefied Soil

    … failure. To determine flow slide potential, the residual strength of liquefied soil is needed. However, this is an extremely difficult parameter to estimate for soil deposits due to spatial variability of soil properties, potential for the formation of water films, the intermixing of soils, and …

    vt Repository record for The Residual Strength of Liquefied Soil (opens in a new tab)

  11. Analysis and behavior of preexisting landslides

    The selection of shear strength parameters for the design and repair of landslide is important and difficult. Skempton (1964) concludes that if a failure has already occurred in clayey soils, any subsequent movement along the preexisting slip surface will be controlled by the drained residual

    uiuc Repository record for Analysis and behavior of preexisting landslides (opens in a new tab)

  12. Movement of landslides in stiff clays and clay shales

    … slides with part of the slip surface at the residual condition. The load-controlled drained and undrained laboratory test data on undisturbed and remolded soft- to stiff- clays, reported in the literature, were analyzed. An empirical correlation for secant residual friction angle for a wide …

    uiuc Repository record for Movement of landslides in stiff clays and clay shales (opens in a new tab)

  13. Waste containment barrier systems subject to seismic loading

    Submission original under an indefinite embargo labeled 'Open Access'. The submission was exported from vireo on 2023-09-01 without embargo terms

    uiuc Repository record for Waste containment barrier systems subject to seismic loading (opens in a new tab)

  14. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders

    … Extensive research has focused on the flexural strength of corroded prestressed concrete girders. This research studies the shear strength of corroded prestressed concrete girders which can, then, be expanded further to evaluate the possible retrofitting techniques for restoring, or enhancing, …

    vt Repository record for Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders (opens in a new tab)