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

Author:

Schaad David E.123,Halley James M.123,Wilson Scott A.123

Affiliation:

1. Senior Engineer, Marshall Miller and Associates, Inc., 5825 Triangle Dr., Raleigh, NC 27617. E-mail: david.schaad@mma1.com

2. Principal, Natural Systems Engineering, P.C., 3719 Benson Dr., Raleigh, NC 27609. E-mail: jhalley@nsepc.com

3. Environmental Engineer, Camp, Dresser, and McKee, 301 S. McDowell St., Ste. 512, Charlotte, NC 28211. E-mail: wilsonsa@cdm.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Civil and Structural Engineering,Environmental Chemistry,Environmental Engineering

Reference21 articles.

1. Grout-treated soil for low-permeability barriers around waste landfills;Allan M. L.;ACI Mater. J.,1994

2. Blast furnace slag-modified grouts for in situ stabilization of chromium-contaminated soil

3. 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.

4. Brown and Caldwell Consultants. (1994). Remedial Investigation Rep. North Carolina State Univ. Lot 86 Site Raleigh N.C.

5. Fracture characteristics of cement-stabilized soils

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