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Combined Effect of Non-Plastic Fines and Stress Anisotropy on Cyclic Behavior of Bushehr Calcareous Sand

https://doi.org/10.2139/ssrn.4750622
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Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress
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Post-cyclic volumetric strain of calcareous sand using hollow cylindrical torsional shear tests
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Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands
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Energy-based assessment of cyclic liquefaction behavior of clean and silty sand under sustained initial stress conditions
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Cyclic failure characteristics of silty sands with the presence of initial shear stress
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Effects of Nonplastic Fines on the Liquefaction Resistance of Sands
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Behavior of Marine Sand-Clay Mixtures under Static and Cyclic Triaxial Shear
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Postliquefaction Undrained Shear Behavior of Sand-Silt Mixtures at Constant Void Ratio
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Pore Pressure Generation of Silty Sands due to Induced Cyclic Shear Strains
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Laboratory Study on Pore Pressure Generation and Liquefaction of Low-Plasticity Silty Sandy Soils during the 2012 Earthquake in Italy
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Liquefaction of Saturated Sands During Cyclic Loading
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Post-Cyclic Behavior of Carbonate Sand of the Northern Coast of the Persian Gulf
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Monotonic and cyclic behaviors of loose anisotropically consolidated calcareous sand in torsional shear tests
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Experimental study on the cyclic behavior of loose calcareous sand under linear stress paths
inferredcites →https://doi.org/10.1080/1064119x.2020.1726535openalex-extracted
Effects of initial static shear stress orientation on cyclic behavior of calcareous sand
inferredcites →https://doi.org/10.1080/1064119x.2020.1764678openalex-extracted
Undrained monotonic and cyclic behavior of Qeshm calcareous sand
inferredcites →https://doi.org/10.1080/1064119x.2023.2204484openalex-extracted
Influence of fine content on undrained monotonic behavior of carbonate sand
inferredcites →https://doi.org/10.1093/oso/9780198562245.001.0001openalex-extracted
Soil Behaviour in Earthquake Geotechnics
inferredcites →https://doi.org/10.1139/cgj-38-3-580openalex-extracted
Confining stress and static shear effects in cyclic liquefaction
inferredcites →https://doi.org/10.1139/t08-064openalex-extracted
On equivalent granular void ratio and steady state behaviour of loose sand with fines
inferredcites →https://doi.org/10.1139/t09-025openalex-extracted
Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal,46(4): 482.
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A new roundness scale for sedimentary particles
inferredcites →https://doi.org/10.1520/gtj10364jopenalex-extracted
Preparing Test Specimens Using Undercompaction
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Engineering Behavior of Carbonate Soils of India and Some Observations on Classification of Such Soils
inferredcites →https://doi.org/10.1680/geot.12.p.145openalex-extracted
Cyclic behaviour of loose anisotropically consolidated Ottawa sand under undrained torsional loading
inferredcites →https://doi.org/10.1680/geot.1998.48.4.527openalex-extracted
Liquefaction of crushable soils
inferredcites →https://doi.org/10.1680/geot.2004.54.3.157openalex-extracted
Particle breakage during shearing of a carbonate sand
inferredcites →https://doi.org/10.1680/geot.2007.00036openalex-extracted
Undrained monotonic and cyclic simple shear behaviour of carbonate sand
inferredcites →https://doi.org/10.1680/geot.2007.57.9.739openalex-extracted
The undrained cyclic behaviour of a carbonate sand
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Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions
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The Effect of Fines on Critical State and Liquefaction Resistance Characteristics of Non-Plastic Silty Sands
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Influence of Degree of Shear Stress Reversal on the Liquefaction Potential of Saturated Sand
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Shear Work and Pore Water Pressure in Undrained Shear
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