Field test of buried pipe with CLSM backfill

ASTM Special Technical Publication

Volumn 1331, Issue , 1998, Pages 237-254

  Webb, Mark C ^a   McGrath, Timothy J ^b   Selig, Ernest T ^a  

^a University of Massachusetts   (United States)

^b SIMPSON GUMPERTZ AND HEGER INC   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE PIPE; DEFLECTION (STRUCTURES); ELASTIC MODULI; EXCAVATION; FILLERS; HIGH DENSITY POLYETHYLENES; PLASTIC PIPE; STEEL PIPE;

BACKFILL; CONTROLLED LOW STRENGTH MATERIALS (CLSM); FLOWABLE FILL;

CONCRETES;

EID: 0032071693     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp13077s     Document Type: Article

References (4)

1. Gagnon, S., 1994, "Evaluation of Different Design Mixtures of Controlled Low Strength Material," A Senior Honors Activity Report, Department of Civil Engineering, University of Massachusetts, Amherst, MA
2. Texas Aggregates and Concrete Association (TACA), November 28, 1989, "Suggested Guide Specifications for Flowable Fill"
3. Webb, M. C., September 1995, "Field Studies of Buried Pipe Behavior During Backfilling," Geotechnical Report No. NSF95-431P, Department of Civil and Environmental Engineering, University of Massachusetts at Amherst, MA
4. Webb, M. C., McGrath, T. J., and Selig, E. T., 1996, "Field Tests of Buried Pipe Installation Procedures," Transportation Research Record 1541, TRB, National Research Council, Washington, D.C., pp.97-106