Influence of Mineralogy and Plasticity on the Cyclic and Post-Cyclic Behavior of Normally Consolidated Soils-Reference-Cited by-同舟云学术

Influence of Mineralogy and Plasticity on the Cyclic and Post-Cyclic Behavior of Normally Consolidated Soils

Published:2016-02-08 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical and Structural Engineering Congress 2016
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Author:

Ajmera Beena,Tiwari Binod,Brandon Thomas

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784479742.127

Reference25 articles.

1. Liquefaction Testing of Stratified Silty Sands

2. Insight into the effects of clay mineralogy on the cyclic behavior of silt–clay mixtures

3. Boulanger R. W. and Idriss I. M. (2004). "Evaluating the Potential for Liquefaction or Cyclic Failure of Silts and Clays " Report No. UCD/CGM-04/01 at University of Davis.

4. Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

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1. Characterization of the Reduction in Undrained Shear Strength in Fine-Grained Soils due to Cyclic Loading;Journal of Geotechnical and Geoenvironmental Engineering;2019-05

2. Effect of Overburden Pressure, Mineralogical Composition, and Plasticity on the Cyclic Behavior of Fine-Grained Soils;IFCEE 2018;2018-06-06

3. Influence of Consolidation Pressure on Cyclic and Post-cyclic Response of Fine-Grained Soils with Varying Mineralogical Compositions and Plasticity Characteristics;Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering;2018

4. Use of Pore Pressure Response to Determine Shear Strength Degradation from Cyclic Loading;Geotechnical Frontiers 2017;2017-03-30