Laboratory evaluation of crushed glass-dredged material blends

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 132, Issue 5, 2006, Pages 562-576

  Grubb, Dennis G ^a,b   Gallagher, Patricia M ^c   Wartman, Joseph ^c   Liu, Yigang ^c   Carnivale III, Micheal ^c  

^a Schnabel Engineering LLC   (United States)

^b Apex Environmental Inc   (United States)

^c DREXEL UNIVERSITY   (United States)

Author keywords

Dredge spoils; Glass; Laboratory tests; Physical properties; Recycling; Soil mixing

Indexed keywords

COMPRESSIBILITY OF SOLIDS; CONSOLIDATION; DREDGES; FRICTION; GLASS; HYDRAULIC CONDUCTIVITY; MECHANICAL PERMEABILITY; RECYCLING; SOILS; STRENGTH OF MATERIALS;

CRUSHED GLASS-DREDGED MATERIAL BLENDS; DREDGE SPOILS; LABORATORY TESTS; SOIL MIXING;

BLENDING;

DREDGE SPOIL; FRICTION; GLASS; HYDRAULIC CONDUCTIVITY; MIXING; RECYCLING; SOIL ANALYSIS; SOIL TEST;

BLEND; GLASS; PHYSICAL PROPERTY; RECYCLING;

EID: 33645806133     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2006)132:5(562)     Document Type: Article

References (41)

1. Alcorn, A. (2002). "Solving the dredge disposal dilemma." Dredging and Port Construction, January, 26-27.
2. American Society for Testing and Materials (ASTM). (1968). "Standard test method for permeability of granular soils (constant head)." ASTM D2434-68, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1968). "Standard test method for permeability of granular soils (constant head)." ASTM D2434-68, West Conshohocken, Pa.
3. American Society for Testing and Materials (ASTM). (1985). "Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants." ASTM D421-85, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1985). "Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants." ASTM D421-85, West Conshohocken, Pa.
4. American Society for Testing and Materials (ASTM). (1993). "Standard test method for classification of soils and soil-aggregate mixtures for highway construction." ASTM D3282-93, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1993). "Standard test method for classification of soils and soil-aggregate mixtures for highway construction." ASTM D3282-93, West Conshohocken, Pa.
5. American Society for Testing and Materials (ASTM). (1995). "Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils." ASTM D2850-95, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1995). "Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils." ASTM D2850-95, West Conshohocken, Pa.
6. American Society for Testing and Materials (ASTM). (1998a). "Standard test method for laboratory determination of water (moisture) content of soil and rock by mass." ASTM D2216-98, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1998a). "Standard test method for laboratory determination of water (moisture) content of soil and rock by mass." ASTM D2216-98, West Conshohocken, Pa.
7. American Society for Testing and Materials (ASTM). (1998b). "Standard test method for particle size analysis of soils." ASTM D422-63 (Re-approved 1998), West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (1998b). "Standard test method for particle size analysis of soils." ASTM D422-63 (Re-approved 1998), West Conshohocken, Pa.
8. American Society for Testing and Materials (ASTM). (2000a). "Standard test methods for laboratory compaction characteristics of soil using modified effort." ASTM D1557-00, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2000a). "Standard test methods for laboratory compaction characteristics of soil using modified effort." ASTM D1557-00, West Conshohocken, Pa.
9. American Society for Testing and Materials (ASTM). (2000b). "Standard test methods for laboratory compaction characteristics of soil using standard effort." ASTM D698-00, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2000b). "Standard test methods for laboratory compaction characteristics of soil using standard effort." ASTM D698-00, West Conshohocken, Pa.
10. American Society for Testing and Materials (ASTM). (2002). "Standard test methods for specific gravity of soil solids by water pyncnometer." ASTM D854-02, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2002). "Standard test methods for specific gravity of soil solids by water pyncnometer." ASTM D854-02, West Conshohocken, Pa.
11. American Society for Testing and Materials (ASTM). (2003a). "Standard classification for sizes of aggregate for road and bridge construction." ASTM D448-03, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2003a). "Standard classification for sizes of aggregate for road and bridge construction." ASTM D448-03, West Conshohocken, Pa.
12. American Society for Testing and Materials (ASTM). (2003b). "Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter." ASTM D5084-03, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2003b). "Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter." ASTM D5084-03, West Conshohocken, Pa.
13. American Society for Testing and Materials (ASTM). (2004a). "Standard test method for one-dimensional consolidation properties of soils using incremental loading." ASTM D2435-04, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2004a). "Standard test method for one-dimensional consolidation properties of soils using incremental loading." ASTM D2435-04, West Conshohocken, Pa.
14. American Society for Testing and Materials (ASTM). (2004b). "Standard test method for direct shear test of soils under consolidated drained conditions." ASTM D3080-04, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2004b). "Standard test method for direct shear test of soils under consolidated drained conditions." ASTM D3080-04, West Conshohocken, Pa.
15. American Society for Testing and Materials (ASTM). (2004c). "Standard test method for consolidated undrained triaxial compression test for cohesive soils." ASTM D4767-04, West Conshohocken, Pa.American Society for Testing and Materials (ASTM). (2004c). "Standard test method for consolidated undrained triaxial compression test for cohesive soils." ASTM D4767-04, West Conshohocken, Pa.
16. Bardet, J. P. (1997). Experimental soil mechanics, Prentice-Hall, Upper Saddle River, N.J.
17. Baxter, C. D. P., King, J. W., Silva, A. J., Page, M., and Calabretta, V. V. (2005). "Site characterization of dredged sediments and evaluation of beneficial uses." Recycled materials in geotechnics, A. H. Aydilek and J. Wartman, eds., ASCE, New York, 150-161.
18. Bennert, T., Maher, M. H., Jafari, F., and Gucunski, N. (2000). "Use of dredged sediments from Newark harbor for geotechnical applications." Geotechnics of high water content materials, ASTM STP 1374, T. B. Edil and P. Fox, eds., ASTM, West Conshohocken, Pa., 153-164.
19. Dalton, J. L., Weimer, M. L., Gardner, K. H., and Magee, B. J. (2001). "Beneficial use of contaminated dredged material as partial replacement for feedstock materials in the conventional manufacture of Portland cement." Proc., Beneficial Use of Recycled Materials in Transportation Applications, Recycled Material Resource Center, Durham, N.H., 607-615.
20. Derman, J. D., and Schlieper, H. A. (1999). "Decontamination and beneficial reuse of dredged material using existing infrastructure for the manufacture of lightweight aggregate." Proc., 19th Western Dredging Association (WEDA XIX) Annual Meeting and Conf. and 31st Texas A&M Univ. Dredging Seminar (TAMU 31), Louisville, Ky.
21. Dermatas, D., Dutko, P., Balorda-Barone, J., and Moon, D.-H. (2003a). "Geotechnical properties of cement treated dredged sediment to be used as transportation fill." Proc., Dredging '02: Key Technologies for Global Prosperity, S. Garbaciak, Jr., ed., ASCE, New York.
22. Dermatas, D., Dutko, P., Balorda-Barone, J., and Moon, D.-H. (2003b). "Index properties, compaction, and unconfined compressive strength of cement-treated dredged sediments." Beneficial use of recycled materials in transportation applications, T. T. Eighmy, ed., Air & Waste Management Association, Pittsburgh, 617-627.
23. Elkins, B. V., and Thompson, T. K. (1997). "Recycling dredge materials for beneficial use." Dredging and management of dredged material, J. N. Meegoda, T. H. Wakeman, III, A. K. Arulmoli, and L. J. Librizzi, Jr., eds., ASCE, New York, 161-176.
24. Grubb, D. G., Davis, A., Sands, S. C., Carnivale, M., III, Wartman, J., and Gallagher, P. M. (2006). "Field evaluation of crushed glass-dredged material blends." J. Geotech. Geoenviron. Eng.JGGEFK1090-0241, 132(5),577-590.
25. Kukko, H. (2000). "Stabilization of clay with inorganic by-products." J. Mater. Civ. Eng.JMCEE70899-156110.1061/ (ASCE)0899-1561(2000)12:4(307), 12(4), 307-309.
26. Ladd, R. S. (1974). "Specimen preparation and liquefaction of sands." J. Geotech. Eng. Div., Am. Soc. Civ. Eng.ZZZZZZ0093-6405, 100(10), 1180-1184.
27. McLaughlin, D. F., Dighe, S. V., and Ulerich, N. H. (1999). "Beneficial reuse of vitrified dredged estuarine sediments." Phase III Final Rep., Westinghouse STC Corp., Pittsburgh.
28. Schmitt, K. E., Bowders, J. J., Gilbert, R. B., and Daniel, D. E. (1997). "Enhanced shear strength of sodium bentonite using frictional additives." Proc., Int. Containment Technology Conf., St. Petersburg, Fla., 355-361.
29. Science Applications International Corporation (SAIC). (2002). "Geotechnical investigation report, Fort Mifflin disposal area, cells B and C, Philadelphia, Pa." Contract No. DACW61-00-D-007, Task No. 14, Rep. Prepared for U.S. Corps of Engineers - Philadelphia District, Philadelphia, Pa., Exton, Pa.
30. Shakoor, A., and Cook, B. D. (1990). "The effect of stone content, size, and shape of the engineering properties of a compacted silty clay." Bull. Association of Eng. Geologists, 27(2), 245-253.
31. Shelley, T. L., and Daniel, D. E. (1993). "Effect of gravel on hydraulic conductivity of compacted soil liners." J. Geotech. Eng.JGENDZ0733-9410, 119(1), 54-68.
32. Tanal, V., Wang, J.-N., Samtani, N. C., and Lancellotti, A. (1995). "Lime stabilization and disposal of contaminated dredged harbor sediments." Geoenvironment 2000, Y. B. Acar and D. E. Daniel, eds., ASCE, New York, 1381-1395.
33. Tay, J. H., Show, K. Y., and Hong, S. Y. (2001). "Reuse of industrial sludge as construction aggregates." Water Sci. Technol.WSTED40273-1223, 44(10), 269-272.
34. Tsuchida, T., Porbaha, A., and Yamane, N. (2001). "Development of a geomaterial from dredged bay mud." J. Mater. Civ. Eng.JMCEE70899-156110.1061/(ASCE)0899-1561(2001)13:2(152), 13(2), 152-160.
35. U.S. Department of the Interior, Bureau of Reclamation (USBR). (1963). Earth manual, Denver.
36. Vaghar, S., Donovan, J., Dobosz, K., and Clary, J. (1997). "Treatment and stabilization of dredged harbor bottom sediments: Central Artery/Tunnel Project, Boston, Massachusetts." Dredging and Management of Dredged Material, Proc. of 3 Sessions Sponsored by the Soil Properties Committee of the Geo-Institute, J. N. Meegoda, T. H. Wakeman, III, A. K. Arulmoli, and L. J. Librizzi, Jr., eds., ASCE, New York, 105-121.
37. Wartman, J., Grubb, D. G., and Nasim, A. S. M. (2004a). "Select engineering characteristics of crushed glass." J. Mater. Civ. Eng.JMCEE70899-156110.1061/(ASCE)0899-1561(2004)16:6(526), 16(6), 526-539.
38. Wartman, J., Grubb, D. G., and Strenk, P. (2004b). "Engineering properties of crushed glass-soil blends." Geotechnical engineering for transportation projects, M. K. Yegian and E. Kavazanjian, eds., ASCE, New York, 732-739.
39. Weimer, M., Dalton, J., Gardner, K., and Magee, B. (2002). "Beneficial use of contaminated dredged sediments in Portland cement manufacture." Proc., Dredging '02: Key Technologies for Global Prosperity, S. Garbaciak, Jr., ed., ASCE, New York.
40. Weston Inc. (2002). "Dredged material characterization report, Fort Mifflin Confined Disposal Facility-Area A, Philadelphia, Pennsylvania." Rep. Prepared for Sunoco, Inc., Philadelphia, by Roy F. Weston, Inc., West Chester, Pa.
41. Wroth, C. P., and Wood, D. M. (1978). "The correlation of index properties with some basic engineering properties of soils." Can. Geotech. J., CGJOAH15(2), 137-145.