CPT Evaluation of Yield Stress Profiles in Soils-Reference-Cited by-同舟云学术

CPT Evaluation of Yield Stress Profiles in Soils

Published:2019-12 Issue:12 Volume:145 Page:04019104
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Agaiby Shehab S.¹^ORCID,Mayne Paul W.²

Affiliation:

1. Assistant Professor, Faculty of Engineering, Cairo Univ., Giza 12613, Egypt (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002164

Reference117 articles.

1. Agaiby S. S. 2018. “Advancements in the interpretation of seismic piezocone tests in clays and other geomaterials.” Ph.D. dissertation School of Civil and Environmental Engineering Georgia Institute of Technology.

2. Interpretation of piezocone penetration and dissipation tests in sensitive Leda clay at Gloucester test site

3. Amundsen T. T. Lunne H. P. Christophersen J. M. Bayne and C. L. Barnwell. 1985. “Advanced deep-water soil investigation at the troll east field.” In Vol. 3 of Proc. Advances in Underwater Technology & Offshore Engineering 165–186. London: Society for Underwater Technology.

4. Baroni M. and M. S. S. Almeida. 2013. “In-situ and laboratory parameters of extremely soft organic clay deposits.” In Vol. 2 of Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterization ISC-4 1611–1619. London: Taylor & Francis.

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1. Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays;Géotechnique;2024-02-27

2. Dynamic Response of a Low Plasticity Silt Deposit: Comparison of In-situ and Laboratory Responses;Canadian Geotechnical Journal;2023-10-05

3. Update on a Normalized Soil Parameter Procedure (SP-SPW Method) for Evaluating In-Situ Undrained Shear Strength;Day 1 Mon, May 01, 2023;2023-04-24

4. Combining NSP- and CPTu-based N<sub>kt</sub> to evaluate undrained shear strength;AIMS Geosciences;2023

5. Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2022-02-08