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Drained Residual Strength of Cohesive Soils

Drained Residual Strength of Cohesive Soils,10.1061/(ASCE)0733-9410(1994)120:5(856),Journal of Geotechnical Engineering,Timothy D. Stark,Hisham T. Eid

Drained Residual Strength of Cohesive Soils   (Citations: 42)
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Journal: Journal of Geotechnical Engineering , vol. 120, no. 5, 1994
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    • ...Consequently, residual strength values correlate well with intrinsic soil properties, such as clay fraction or Atterberg limits (e.g., Lupini et al. 1981; Stark and Eid 1994; Tiwari and Marui 2005)...

    Christopher L. Meehanet al. Direct shear testing of polished slickensided surfaces

    • ...1981, Skempton 1985, Mesri and Ceepda-Diaz 1986, Stark and Eid 1994, Mesri and Shainen 2003)...

    Abidin Kaya. Revisiting correlations between index properties and residual friction...

    • ...The ring shear apparatus is capable of shearing a soil sample up to an infinitely large shear deformation without changing the area under shear (Bishop et al. 1971; Lupini et al. 1981; Stark and Eid 1994; Sassa 1998; Tika and Hutchinson 1999; Bhandary and Yatabe 2007; Wang et al. 2007)...

    Ranjan Kumar Dahalet al. Comparative analysis of contributing parameters for rainfall-triggered...

    • ...The nonlinearity of the strength envelope can be evaluated in terms of the mobilized secant friction angle (as defined by Stark and Eid 1994), the value of which is decreasing with increasing normal stress...

    Timothy D. Starket al. Shear strength of municipal solid waste for stability analyses

    • ...Under drained conditions, along slip surfaces, for either sands or clays, the residual shear strength is reached after just a few millimeters, while the normal contractive displacement continues to accumulate with shear displacement for centimeters or even meters (Stark and Eid 1994; Igwe et al. 2007)...
    • ...Response of clays under drained conditions The most complete study of the response of clays under drained conditions at large displacement is reported by Stark and Eid (1994)...
    • ...Table 1 Summary of (a) constant volume direct-shear test (Taylor 1952), (b) constant volume ring shear tests (Stark and Contreras 1996, 1998), and (c) drained ring shear tests (Stark and Eid 1994) on clays considered in this study...
    • ...terms of the LL, the effective stress, and the clay size fraction (CF) for different clays (Stark and Eid 1994)...
    • ...Fig. 8 Response measured in drained ring shear tests in Altamira Bentonitic Tuff (Stark and Eid 1994)...

    Constantine A. Stamatopoulos. Constitutive modeling of earthquake-induced slides on clays along slip...

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