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91 References Abelleira, A., N. S. Berke, and D. G. Pickering (1998). "Corrosion Ac- Cao, L. B., B. Wortley, and V. Sirivivatnanon (1994). "Corrosion Be- tivity of Steel in Cementitious Controlled Low-Strength Materials haviours of Steel Embedded in Fly Ash Blended Cements" in Dura- vs. That in Soil" in The Design and Application of Controlled Low- bility of Concrete, Third International Conference, ACI, Nice, France. Strength Materials (Flowable Fill), ASTM STP 1331, A. K. Howard Clem, D. A., W. H. Hook, and J. Goldbaum (1995). "Flowable Fill Makes and J. L. Hitch (Eds.). American Society for Testing and Materials Bridge Replacement Economical." Aberdeen's Concrete Journal. (ASTM), West Conshohocken, PA, pp. 124136. Crouch, L. K., R. Gamble, J. F. Brogdon, and C. J. Tucker (1998). "Use Adaska, W. S., and W. C. Krell (1992). "Bibliography on Controlled of High-Fines Limestone Screenings as Aggregate for Controlled Low Strength Materials." Concrete International, Vol. 14, No. 10, Low-Strength Material (CLSM)" in The Design and Application of pp. 4243. Controlled Low-Strength Materials (Flowable Fill), ASTM STP 1331, Adaska, W. S. (1997). "Controlled Low Strength Materials." Concrete A. K. Howard and J. L. Hitch (Eds.). American Society for Testing International, Vol. 19, No. 4, pp. 4143. and Materials (ASTM), West Conshohocken, PA, pp. 4559. American Concrete Institute Committee 229 (1999). "ACI 229R-99 Dolen, T. P., and A. A. Benavidez (1998). "Properties of Low-Strength Report: Controlled Low Strength Materials (CLSM)." ACI Com- Concrete for Meeks Cabin Dam Modification Project, Wyoming" mittee 229 Report, 15 p. in The Design and Application of Controlled Low-Strength Materials American Nuclear Society (1986). ANS 16.1, Measurement of the (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Hitch Leachability of Solidified Low-Level Radioactive Wastes by a Short- (Eds.). American Society for Testing and Materials (ASTM), West Term Test Procedure. Conshohocken, PA, pp. 213230. Bernard, R. D., and R. S. Tansley (1981). "Laboratory Testing Program Du, L., K. J. Folliard, and D. Trejo (2002). "Effects of Constituent Ma- for Development of a Lean Mix Backfill Specification." PB83- terials and Quantities on Water Demand and Compressive Strength 122952, Department of Housing and Urban Development, Wash- of Controlled Low Strength Material." ASCE Journal of Civil Engi- ington, DC, 31 p. neering Materials, Vol. 14, No. 6, pp. 485495. Bhat, S. T., and C. W. Lovell (1996). "Use of Coal Combustion Residues Du, L., K. J. Folliard, and D. Trejo (2004). "A New Unbonded Capping and Foundry Sands in Flowable Fill." Joint Highway Research Proj- Practice for Evaluating the Compressive Strength of Controlled ect, School of Civil Engineering, Purdue University, 222 p. Low-Strength Material Cylinders." Cement, Concrete & Aggregates, Bowles, J. E. (1984). Physical and Geotechnical Properties of Soils, Second Vol. 26, No. 1, pp. 18. Edition. McGraw-Hill, 578 p. Edgar, T. V. (1989). "In-Service Corrosion of Galvanized Culvert Pipe" in Brewer, W. E. (1991). Controlled Low Strength MaterialControlled Effects of Soil Characteristics on Corrosion, V. Chaker and J. D. Palmer Density Fill (CLSM-CDF) Research-Corrosion Testing. The Cincin- (Eds.), American Society for Testing and Materials, Philadelphia, PA, nati Gas & Electric Company, Cincinnati, OH. pp. 133143. Brewer, W. E. (1992). "The Design and Construction of Small Span Federal Highway Administration (1997). "User Guidelines for Waste Bridges and Culvert Using Controlled Low Strength Material and By-Product Materials in Pavement Construction," Report (CLSM)." FHWA/OH-93/014, Ohio Department of Transporta- No. FHWA-RD-97-148. tion, Columbus, OH, 129 p. Folliard, K. J., D. Trejo, L. Du, and S. A. Sabol (1999). Controlled Low- Broomfield, J. P. (1997). Corrosion of Steel in Concrete. E & FN Spon., Strength Material for Backfill, Utility Bedding, Void Fill, and Bridge London and New York, p. 56. Approaches, NCHRP 24-12 Phase I Interim Report, Delaware Trans- Burns, F. (1990). Flowable Fly Ash Backfill for Buried Pipelines. M.S. portation Institute, University of Delaware, Newark. Thesis, University of North Carolina at Charlotte, 128 p. Folliard, K. J., D. Trejo, L. Du, and S. A. Sabol (2001). Controlled Low- Buss, W. E. (1989). "Iowa Flowable Mortar Saves Bridges and Culverts." Strength Material for Backfill, Utility Bedding, Void Fill, and Bridge Transportation Research Record 1234, TRB, National Research Coun- Approaches in NCHRP 24-12 (01) Interim Report, The University cil, Washington, DC, pp. 3034. of Texas at Austin. Cady, P., and E. Gannon (1992). "Condition Evaluation of Concrete Fox, T. A. (1989). "Use of Coarse Aggregate in Controlled Low Strength Bridges Relative to Reinforcement Corrosion" in Report No. SHRP- Materials." Transportation Research Record 1234, TRB, National S/FR-92-110 Vol. 8: Procedure Manual. Research Council, Washington, DC, pp. 3538.

OCR for page 91
92 Gandham, S., R. K. Seals, and P. T. Foxworthy (1996). "Phosphogypsum Mullarky, J. I. (1998). "Long Term Strength Gain of CLSM" in The De- as a Component of Flowable Fill." Transportation Research Record sign and Application of Controlled Low-Strength Materials (Flowable 1546, TRB, National Research Council, Washington, DC, pp. 7987. Fill), ASTM STP 1331, A. K. Howard and J. L. Hitch (Eds.). Ameri- Gardner, M. R. (1998). "Developing CLSM to Meet Industry and Con- can Society for Testing and Materials (ASTM), West Conshohocken, struction Needs" in The Design and Application of Controlled Low- PA, pp. 102107. Strength Materials (Flowable Fill), ASTM STP 1331, A. K. Howard Naik, T. R., R. N. Kraus, R. F. Sturzl, and B. W. Ramme (1998). "De- and J. L. Hitch (Eds.). American Society for Testing and Materials sign and Testing CLSM Using Clean Coal Ash" in The Design and (ASTM), West Conshohocken, PA, pp. 194199. Application of Controlled Low-Strength Materials (Flowable Fill), Gray, D. D., T. P. Reddy, D. C. Black, and P. F. Ziemkiemcz (1998). ASTM STP 1331, A. K. Howard and J. L. Hitch (Eds.). American "Filling Abandoned Mines With Fluidized Bed Combustion Ash Society for Testing and Materials (ASTM), West Conshohocken, Grout" in The Design and Application of Controlled Low-Strength PA, pp. 2742. Materials (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Nantung, T. E. (1993). Design Criteria for Controlled Low Strength Hitch (Eds.). American Society for Testing and Materials (ASTM), Materials. Ph.D. Dissertation, Purdue University, 345 p. West Conshohocken, PA, pp. 180193. Nazarian, S., M. Baker, and K. Crain (1993). "Developing and Testing Green, B. H., K. Staheli, D. Bennett, and D. Walley (1998). "Fly-Ash-Based of a Seismic Pavement Analyzer," SHRP-H-375, Strategic Highway CLSM Used for Critical Microtunneling Applications" in The Design Research Program. and Application of Controlled Low-Strength Materials (Flowable Fill), Neville, A. M. (1996). Properties of Concrete, Fourth Edition, John Wiley ASTM STP 1331, A. K. Howard and J. L. Hitch (Eds.). American So- & Sons, pp. 322, 600. ciety for Testing and Materials (ASTM), West Conshohocken, PA, Ohlheiser, T. R. (1998). "Utilization of Recycled Glass as Aggregate in pp. 151164. CLSM" in The Design and Application of Controlled Low-Strength Gress, D. (1996). "The Effect of Freeze-Thaw and Frost Heaving on Materials (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Flowable Fill." UNH Civil Engineering #1096-1 for New Hampshire Hitch (Eds.). American Society for Testing and Materials (ASTM), Department of Transportation, University of New Hampshire, 56 p. West Conshohocken, PA, pp. 6064. Hook, W., and D. A. Clem (1998). "Innovative Uses of CLSM in Col- Palmer, J. D. (1989). "Environmental Characteristics Controlling the orado" in The Design and Application of Controlled Low-Strength Soil Corrosion of Ferrous Piping" in Effects of Soil Characteristics on Materials (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Corrosion, V. Chaker and J. D. Palmer (Eds.), American Society for Hitch (Eds.). American Society for Testing and Materials (ASTM), Testing and Materials, Philadelphia, PA, pp. 517. West Conshohocken, PA, pp. 137150. PCA (1992). Soil-Cement Laboratory Handbook. Portland Cement Asso- Hoopes, R. J. (1998). "Engineering Properties of Air-Modified CLSM" ciation, Skokie, IL. in The Design and Application of Controlled Low-Strength Materials Pierce, C. E., H. Tripathi, and T. W. Brown, (2003). "Cement Kiln Dust (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Hitch in Controlled Low-Strength Materials." ACI Materials Journal, (Eds.). American Society for Testing and Materials (ASTM), West Vol. 100, No. 6, pp. 455462. Conshohocken, PA, pp. 87101. RSMeans (1995). Means Building Construction Cost Data, Kingston, MA. Janardhanam, R., F. Burns, and R. D. Peindl (1992). "Mix Design for Sauter, H. J., and L. K. Crouch (2000). "An Improved Capping Tech- Flowable Fly-Ash Backfill Material." Journal of Materials in Civil nique for Excavatable Controlled Low Strength Material Com- Engineering, Vol. 4, No. 3, pp. 252263. pressive Strength Cylinders." Journal of Testing and Evaluation, Karim, A. K., R. Salgado, and C. W. Lovell (1996). "Compaction of Fly Vol. 28, No. 3, pp. 143148. and Bottom Ash Mixtures." 51st Purdue Industrial Waste Confer- Smith, A. (1991). "Controlled Low-Strength Material." Aberdeen's Con- ence Proceedings. crete Construction, Vol. 36, No. 5, pp. 389398. Katz, A., K. Kovler, and I. Schamban (2002). "Early-Age Shrinkage and Snethen, D. R., and J. M. Benson (1998). "Construction of CLSM Ap- Cracking of Controlled Low-Strength Materials (CLSM)." Early proach Embankment to Minimize the Bump at the End of the Age Cracking in Cementitious Systems, RILEM Proceedings, PRO Bridge" in The Design and Application of Controlled Low-Strength 23, pp. 373381. Materials (Flowable Fill), ASTM STP 1331, A. K. Howard and J. L. Kennedy, D. O., and C. L. Linne (1987). "Environmental and Econom- Hitch (Eds.). American Society for Testing and Materials (ASTM), ical Aspects of Sand Reclamation System." EPRI, Vol. 2, Palo Alto, West Conshohocken, PA, pp. 165179. California, pp. 217228. Spickelmire, B. (2002). "Corrosion Considerations for Ductile Iron Kozhushner, G., R. Brander, and B. Ng. (2001). "Use of Pipe Recovery Pipe." Journal of Materials Engineering and Performance, 11 (July), Data and the Hydroscope "NDT" Inspection Tool For Condition p. 1623. Assessment of Buried Water Mains" in AWWA Infrastructure Con- Sullivan, R. W. (1997). "Boston Harbor Tunnel Project Utilizes CLSM." ference. American Water Works Association. Concrete International, Vol. 19, No. 5, pp. 4043. Krell, W. C. (1989). "Flowable Fly Ash." Transportation Research Record Tikalsky, P. J., E. Smith, and R. W. Regan (1998). "Proportioning Spent 1234, TRB, National Research Council, Washington, DC, pp. 812. Casting Sand in Controlled Low-Strength Materials." ACI Materi- Landwermeyer, J. S., and E. K. Rice (1997). "Comparing Quick Set and als Journal, Vol. 95, No. 6, pp. 740746. Regular CLSM." Concrete International, Vol. 19, No. 5, pp. 3439. U.S. Army Corps of Engineers (USACE) (1986). "Laboratory Soils Test- Larsen, R. L. (1988). "Use of Controlled Low Strength Materials in ing," Engineer Manual 1110-2-1906, Washington, DC. Iowa." Concrete International, Vol. 10, No. 7, pp. 2223. U.S. Environmental Protection Agency (EPA) (1998). "Back Document Larsen, R. L. (1993). "Sound Uses of CLSM's in the Environment." for Proposed CPG III and Draft RMAN III," EPA Report EPA530- Concrete International, Vol. 15, No. 7, pp. 2629. R-98-003, Washington, D.C., 31 p. McLaren, R. J., and N. J. Balsamo (1986). Fly Ash Design Manual for Whitman, G. W., Russell, R. P., and Altieri, V. J. (1924) "Effect of Road and Site Applications: Volume 2, Slurried Placement. Electric Hydrogen-Ion Concentration on the Submerged Corrosion of Steel." Power Research Institute. Industrial and Engineering Chemistry, Vol. 16, No. 7 pp. 665670.