Pore Pressure Dissipation Induced by High-Velocity Impacts of a Portable Free-Fall Penetrometer in Clays-Reference-Cited by-同舟云学术

Pore Pressure Dissipation Induced by High-Velocity Impacts of a Portable Free-Fall Penetrometer in Clays

Published:2020-09 Issue:9 Volume:146 Page:05020008
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mumtaz Muhammad Bilal¹,Stark Nina²^ORCID

Affiliation:

1. Geotechnical Engineer, Fugro Survey Middle East, Abu Dhabi, P.O.Box 43088, UAE; formerly, Graduate Student, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.

2. Assisstant Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 24061 Blacksburg, VA (corresponding author). ORCID: .

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.1943-5606.0002273

Reference67 articles.

1. Rapid sediment mapping and in situ geotechnical characterization in challenging aquatic areas

2. Investigation of spatial and short-term temporal nearshore sandy sediment strength using a portable free fall penetrometer

3. Consolidation After Undrained Piezocone Penetration. II: Interpretation

4. Performance of a novel sediment sampler as an add‐on unit for portable free‐fall penetrometers: Combining in situ geotechnical testing with sediment sampling

5. Coupled sedimentological and geotechnical data analysis of surficial sediment layer characteristics in a tidal estuary

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