Gowanus Canal Superfund Site. V: Evaluation of ISS Cylinder Sample Crusts Formed During EPA 1315M Testing-Reference-Cited by-同舟云学术

Gowanus Canal Superfund Site. V: Evaluation of ISS Cylinder Sample Crusts Formed During EPA 1315M Testing

Published:2023-07 Issue:3 Volume:27 Page:
ISSN:2153-5493
Container-title:Journal of Hazardous, Toxic, and Radioactive Waste
language:en
Short-container-title:J. Hazard. Toxic Radioact. Waste

Author:

Grubb Dennis G.¹,Berggren Dusty R. V.²,Shannon Randolph W.³,Schroth Brian K.⁴,Tsiamis Christos D.⁵,Hess Juliana⁶

Affiliation:

1. Technology Fellow, Jacobs Engineering, Inc., 2001 Market St., Suite 900, Philadelphia, PA 19103 (corresponding author).

2. Technologist, Jacobs Engineering, Inc., 1100 NE Circle Blvd., Suite 300, Corvallis, OR 97330.

3. Laboratory Manager, Pittsburgh Mineral and Environmental Technology, 700 5th Ave, New Brighton, PA 15066.

4. Principal Geochemist, Jacobs Engineering, Inc., 2485 Natomas Park Drive, Suite 600, Sacramento, CA 95833.

5. Senior Project Manager, Chemical Engineer, US Environmental Protection Agency, 290 Broadway, New York, NY 10007.

6. Project Manager, Jacobs Engineering, Inc., 500 7th Ave, New York, NY 10018.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,General Chemical Engineering,Environmental Chemistry,Environmental Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JHTRBP.HZENG-1208

Reference38 articles.

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2. ASTM. 2016. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM D5084-16a. West Conshohocken, PA: ASTM.

3. ASTM. 2017. Standard test methods for compressive strength of molded soil-cement cylinders. ASTM D1633-17. West Conshohocken, PA: ASTM.

4. The development and stability of surface layers on concrete exposed to sea-water;Buenfeld N. R.;Cem. Concr. Res.,1986

5. The resistivity of mortars immersed in sea-water

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