TECHNICAL PAPERS
Oct 1, 2006

Using UCS as a Surrogate Performance Standard at the NCSU NPL Site

Publication: Journal of Environmental Engineering
Volume 132, Issue 10

Abstract

Treated hazardous material at the North Carolina State University (NCSU) Lot 86 National Priorities List (NPL) Site was evaluated using unconfined compressive strength (UCS) as a surrogate performance standard for the toxicity characteristic leaching procedure (TCLP). During a preconstruction treatability study, UCS test results were related to the TCLP performance standards as stipulated in the record of decision. During construction, 113 UCS samples were obtained and test results indicated that over 8,410m3 (11,000yd3) of pre-RCRA (Resource Conservation and Recovery Act) chemical waste generated from the University’s educational and research laboratories had been successfully stabilized. Using a crane-mounted mixing unit for a portion of the stabilization operations, and a trackhoe unit for the remainder of the construction, 2.03Gg (2,240t) of cement and 2.81ML (743,000gal.) of water were mixed with impacted soil and waste material resulting in a 3m (10ft) thick encapsulated monolith half the size of a football field.

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Acknowledgement

The driving force behind this project for NCSU was Duane Knudson, Environmental Affairs Manager for the University. His efforts and input associated with this work were invaluable and much appreciated.

References

Allan, M. L., and Kukacka, L. E. (1994). “Grout-treated soil for low-permeability barriers around waste landfills.” ACI Mater. J., 91(4), 355–361.
Allan, M. L., and Kukacka, L. E. (1995). “Blast-furnace slag-modified grouts for in-situ stabilization of chromium-contaminated soil.” Waste Manage., 15(3), 193–202.
American Society of Testing Materials (ASTM). (2000). “Standard test method for compressive strength of molded soil-cement cylinders.” ASTM Method D 1633-00, ASTM International, Philadelphia.
Brown and Caldwell Consultants. (1994). Remedial Investigation Rep., North Carolina State Univ. Lot 86 Site, Raleigh, N.C.
Davies, J. (1991). “Fracture characteristics of cement-stabilized soils.” J. Mater. Sci., 26(15), 4095–4103.
Davies, J., and Fendukly, L. M. (1994). “Behavior of soil-cement specimens in unconfined dynamic compression.” J. Mater. Sci., 29(12), 3255–3260.
De Silva, M. S., O’Riordan, N. J., and Parry, L. N. (2001). “Trials for the construction of a cement solidified retaining structure in a domestic landfill site using deep soil mixing.” Eng. Geol. (Amsterdam), 60(1–4), 49–60.
Ezeldin, A. S., Mikhail, R., and Choi, B. J. (1995). “Properties of concrete containing benzene-contaminated soils.” ACI Mater. J., 92(4), 401–410.
Gilbert, G. O. (1987). Statistical methods for environmental pollution monitoring, Van Nostrand Reinhold, New York.
Jang, Y. S., and Hong, G. T. (2003). “An experimental study on diffusion characteristics of hardened liner materials to inorganic chemicals.” Environ. Geol., 44(5), 599–607.
Kitazume, M., Hayano, K., and Hashizume, H. (2003). “Seismic stability of cement treated ground by tilting and dynamic shaking table tests.” Soils Found., 43(6), 125–140.
Lo, I. M. C. (1996). “Solidification/stabilization of phenolic waste using organic-clay complex.” J. Environ. Eng., 122(9), 850–855.
Marshall Miller and Associates, Inc. (2000). Draft Construction Rep., North Carolina State Univ. Lot 86 Site, Raleigh, N.C.
Penev, D., and Kawamura, M. (1991). “Moisture diffusion in soil-cement mixtures and compacted lean concrete.” Cem. Concr. Res., 21(1), 137–146.
Shihata, S. A., and Baghdadi, Z. A. (2001a). “Long-term strength and durability of soil cement.” J. Mater. Civ. Eng., 13(3), 161–165.
Shihata, S. A., and Baghdadi, Z. A. (2001b). “Simplified method to assess freeze-thaw durability of soil cement.” J. Mater. Civ. Eng., 13(4), 243–247.
S&ME, Inc. (1996). Draft Revised Feasibility Study Rep., North Carolina State Univ. Lot 86 Site, Raleigh, N.C.
Tremblay, H., Duchesne, J., Locat, J., and Leroueil, S. (2002). “Influence of the nature of organic compounds on fine soil stabilization with cement.” Can. Geotech. J., 39(3), 535–546.
U.S. Environmental Protection Agency (USEPA). (1986). “Handbook for stabilization/solidification of hazardous wastes.” EPA/540/2-86/001, Washington, D.C.
U.S. Environmental Protection Agency (USEPA). (1989). “Stabilization/solidification of CERCLA and RCRA wastes—Physical tests, chemical testing procedures, technology screening, and field activities.” EPA/625/6-89/022, Washington, D.C.
Walpole, R. E. (1993). Probability and statistics for scientists and engineers, Macmillan, New York.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 10October 2006
Pages: 1355 - 1365

History

Received: Feb 10, 2003
Accepted: Apr 10, 2006
Published online: Oct 1, 2006
Published in print: Oct 2006

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Authors

Affiliations

David E. Schaad, M.ASCE
P.E.
Senior Engineer, Marshall Miller and Associates, Inc., 5825 Triangle Dr., Raleigh, NC 27617. E-mail: [email protected]
James M. Halley, M.ASCE
P.E.
Principal, Natural Systems Engineering, P.C., 3719 Benson Dr., Raleigh, NC 27609. E-mail: [email protected]
Scott A. Wilson
Environmental Engineer, Camp, Dresser, and McKee, 301 S. McDowell St., Ste. 512, Charlotte, NC 28211. E-mail: [email protected]

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