메뉴 건너뛰기




Volumn 107, Issue , 2004, Pages

Rehabilitation of fully deteriorated rigid pipes by flexible and rigid liners

Author keywords

Analytical techniques; Rehabilitation; Rigid pipes

Indexed keywords

ANALYTICAL MODEL; ANALYTICAL TECHNIQUES; BURIED STRUCTURE; CRACKED CONCRETES; EXPERIMENTAL RESEARCH; LINER DESIGN; RIGID PIPES; UTAH STATE UNIVERSITIES;

EID: 74949139765     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40574(2001)78     Document Type: Conference Paper
Times cited : (1)

References (17)
  • 1
    • 0028530016 scopus 로고    scopus 로고
    • Ahmad, S. and McAlpine, G., Structural Characteristics of the Danby Pipe Renovation System, Proceedings, Third Materials Engineering Conference, Materials Engineering Division/ASCE, INFRASTRUCTURE: New Materials and Methods of Repair, November 13-16, 1994, San Diego, California.
    • Ahmad, S. and McAlpine, G., "Structural Characteristics of the Danby Pipe Renovation System", Proceedings, Third Materials Engineering Conference, Materials Engineering Division/ASCE, INFRASTRUCTURE: New Materials and Methods of Repair, November 13-16, 1994, San Diego, California.
  • 2
    • 74949141216 scopus 로고    scopus 로고
    • ASTM F 1216-91, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube, 8.04 Plastic Pipe and Building Products, American Society for Testing and Materials, Philadelphia, PA, 1992.
    • ASTM F 1216-91, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube, Volume 8.04 Plastic Pipe and Building Products, American Society for Testing and Materials, Philadelphia, PA, 1992.
  • 3
    • 74949121570 scopus 로고    scopus 로고
    • AWWA Standard for Fiberglass Pressure Pipe, ANSI/AWWA C950-88, The American Water Works Association, Denver, CO., 1989.
    • AWWA Standard for Fiberglass Pressure Pipe, ANSI/AWWA C950-88, The American Water Works Association, Denver, CO., 1989.
  • 4
    • 74949136048 scopus 로고    scopus 로고
    • Luscher, Ulrich. Buckling of Soil Surrounded Tubes, Journal of Soil Mech. & Found. Div., ASCE, 92, No. SM6, November 1966.
    • Luscher, Ulrich. Buckling of Soil Surrounded Tubes, Journal of Soil Mech. & Found. Div., ASCE, Vol. 92, No. SM6, November 1966.
  • 5
    • 74949131073 scopus 로고    scopus 로고
    • McAlpine, G. A. Ovality Limitations in Structural Rehabilitation - Is the AWWA Formula Appropriate?, Paper presented at NASTT NO-DIG 93, May 2-5, 1993, San Jose, California and published in Conference Proceedings, Paper G-1.
    • McAlpine, G. A. Ovality Limitations in Structural Rehabilitation - Is the AWWA Formula Appropriate?, Paper presented at NASTT "NO-DIG 93", May 2-5, 1993, San Jose, California and published in Conference Proceedings, Paper G-1.
  • 7
    • 0030643204 scopus 로고    scopus 로고
    • Structural Rehabilitation of Rigid Pipes
    • Pipelines Division/ASCE, June 8-11, Boston, Massachusetts
    • McAlpine, George, "Structural Rehabilitation of Rigid Pipes", Proceedings, Trenchless Pipeline Projects Conference, Pipelines Division/ASCE, June 8-11, 1997, Boston, Massachusetts.
    • (1997) Proceedings, Trenchless Pipeline Projects Conference
    • McAlpine, G.1
  • 8
    • 74949137183 scopus 로고    scopus 로고
    • Trenchless and Trench Design: Digging Up the Differences
    • November/December
    • Moody, D. L. and Whittle, L. Grant, "Trenchless and Trench Design: Digging Up the Differences", No-Dig Engineering, November/December 1996, pp. 6-8.
    • (1996) No-Dig Engineering , pp. 6-8
    • Moody, D.L.1    Whittle, L.G.2
  • 11
    • 74949140576 scopus 로고    scopus 로고
    • Flexural Modulus Values
    • Avanti International, April
    • Schrock, B. Jay, "Flexural Modulus Values", Water Control Quarterly, April 1999, page 6, Avanti International.
    • (1999) Water Control Quarterly , pp. 6
    • Schrock, B.J.1
  • 12
  • 13
    • 74949087899 scopus 로고    scopus 로고
    • Watkins, R.K., Shupe, O. K., Utah State University, Buried Structures Laboratory, Civil and Environmental Engineering, Tests Prove Insituform Adds Significant Structural Strength, Unpublished report to Insituform of North America, Inc., 1988.
    • Watkins, R.K., Shupe, O. K., Utah State University, Buried Structures Laboratory, Civil and Environmental Engineering, "Tests Prove Insituform Adds Significant Structural Strength", Unpublished report to Insituform of North America, Inc., 1988.
  • 14
    • 74949143956 scopus 로고    scopus 로고
    • Watkins, R.K., Utah State University, Buried Structures Laboratory, Civil and Environmental Engineering, Strength of Buried Broken Rigid Pipes with Danby Liners, Unpublished report to Danby of North America, Inc., October 1993.
    • Watkins, R.K., Utah State University, Buried Structures Laboratory, Civil and Environmental Engineering, "Strength of Buried Broken Rigid Pipes with Danby Liners", Unpublished report to Danby of North America, Inc., October 1993.
  • 17
    • 27944462332 scopus 로고
    • Structural Tests on a Renovated Brickwork Sewer at St. Helens, Merseyside
    • WRc, Report No, ER 107E, WRc Engineering, Swindon UK, June
    • WRc. Structural Tests on a Renovated Brickwork Sewer at St. Helens, Merseyside, Report No.: ER 107E, WRc Engineering, Swindon (UK), June 1983.
    • (1983)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.