Effects of Shell Hash on Friction Angles of Surficial Seafloor Sediments near Oysters

Author:

Consolvo Samuel T.1,Stark Nina2ORCID,Castellanos Bernardo3,Castro-Bolinaga Celso F.4ORCID,Hall Steven5,Massey Grace6ORCID

Affiliation:

1. Geotechnical Engineer, CDM Smith Inc., Boston, MA 02109; previously at Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061. ORCID:

3. Research Scientist, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

4. Assistant Professor, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, NC 27606. ORCID:

5. Associate Professor, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, NC 27606.

6. Research Scientist, Dept. of Physical Sciences, Virginia Inst. of Marine Science, Gloucester Point, VA 23062. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference77 articles.

1. Abel, S., C. Bacher, A. Birch, D. C. Brady, A. Breckwoldt, S. B. Bricker, and P. Ermgassen. 2019. Good and services of marine bivalves. Cham, Switzerland: Springer.

2. Estimating in situ relative density and friction angle of nearshore sand from portable free-fall penetrometer tests

3. A review on the angle of repose of granular materials

4. Influence of particle shape on granular contact signatures and shear strength: new insights from simulations

5. ASTM. 2011. Standard test method for consolidated undrained triaxial compression test for cohesive soils. Designation No. D4767. West Conshohocken, PA: ASTM.

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