Experimental and Simple Semiempirical Methods for Interpreting the Axial Load Versus Settlement Behaviors of Single Model Piles in Unsaturated Sands-Reference-Cited by-同舟云学术

Experimental and Simple Semiempirical Methods for Interpreting the Axial Load Versus Settlement Behaviors of Single Model Piles in Unsaturated Sands

Published:2018-05-24 Issue:4 Volume:41 Page:20170152
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Vanapalli Sai K.¹,Sheikhtaheri Mohamadjavad²,Oh Won Taek³

Affiliation:

1. Department of Civil Engineering, University of Ottawa, 161 Louis-Pasteur St., Ottawa, ON K1N 6N5, Canada

2. AMEC Foster Wheeler, 140 Quarry Park Blvd. SE, Calgary, AB T2C 3G3, Canada

3. Department of Civil Engineering, University of New Brunswick, 17 Dineen Dr., Fredericton, NB E3B 5A3, Canada (Corresponding author), e-mail: woh@unb.ca, https://orcid.org/0000-0002-3521-5082

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

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1. Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method;International Journal of Geomechanics;2023-07

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3. Analysis of Excavation Support Systems Considering the Influence of Saturated and Unsaturated Soil Conditions;Journal of Geotechnical and Geoenvironmental Engineering;2022-06

4. Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils;Computers and Geotechnics;2021-12

5. Simple Approaches for the Design of Shallow and Deep Foundations for Unsaturated Soils I: Theoretical and Experimental Studies;Indian Geotechnical Journal;2021-02