Analytical CPTU Models Applied to Sensitive Clay at Dover, New Hampshire-Reference-Cited by-同舟云学术

Analytical CPTU Models Applied to Sensitive Clay at Dover, New Hampshire

Published:2020-12 Issue:12 Volume:146 Page:04020130
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mayne Paul W.¹^ORCID,Benoît Jean²

Affiliation:

1. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332-0355 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, 33 Academic Way, Durham, NH 03824.

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.1943-5606.0002378

Reference73 articles.

1. Abuhajar O. M. H. El Naggar M. Hesham and T. Newson. 2010. “Review of available methods for evaluation of soil sensitivity for seismic design.” In Proc. 5th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 9. Rolla MO: Missouri Univ. Science and Technology.

2. 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.

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

4. CPT Evaluation of Yield Stress Profiles in Soils

5. Bjerrum L. and N. E. Simons. 1960. “Comparison of shear strength characteristics of normally-consolidated clays.” In Proc. Research Conf. on Shear Strength of Cohesive Soils 711–726. Reston VA: ASCE.

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3. Analytical CPTU Solutions Applied to Boston Blue Clay;Geo-Congress 2022;2022-03-17

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