Factors Controlling the Fully Softened Shear Strength: A Statistical Assessment-Reference-Cited by-同舟云学术

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Factors Controlling the Fully Softened Shear Strength: A Statistical Assessment

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
language:
Short-container-title:

Author:

Trinidad González Yuderka¹²³,Schaefer Vernon R.¹²³,Rollins Derrick K.¹²³

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA.

2. James M. Hoover Professor of Geotechnical Engineering, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA.

3. University Professor, Dept. of Chemical and Biological Engineering and Dept. of Statistics, Iowa State Univ., Ames, IA.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483435.030

Reference26 articles.

1. ASTM International. (2017). D4318-17e1 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, PA; ASTM International, 2017. doi: https://doi.org/10.1520/D4318-17E01.

2. Castellanos B. (2013). “ Measurement of fully softened shear strength. ” PhD Dissertation Virginia Polytechnic Institute and State University.

3. Correlations for Fully Softened Shear Strength Parameters

4. Castellanos B. Brandon T. L. Stephens I. and Walshire L. (2013). “Measurement of fully softened shear strength.” Geo-Congress 2013: Stability and Performance of Slopes and Embankments III 234–244.

5. Neural networks: a review from a statistical perspective;Cheng B.;Statistical science,1994

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