Controlled Low Strength Material for Pipeline Backfill—Specifications, Case Histories and Lessons Learned

Author:

Kaneshiro Jon1234,Navin Stephen1234,Wendel Luke1234,Snowden Harry1234

Affiliation:

1. Technology Leader for Tunnels, Parsons Engineering Science, Inc 110 West A St. Suite 1050. San Diego, CA 92101

2. Manager, Underground Construction; Parsons Engineering Science, Inc 110 West A St., Suite 1050. San Diego, CA 92101

3. Project Manager, Parsons Engineering Science, Inc., 1154 Hawkins Blvd, El Paso, Texas; 79932

4. Assistant Engineer, City of San Diego Materials Testing Laboratory, 9491 Aero Drive, San Diego, CA, 92123

Publisher

American Society of Civil Engineers

Reference15 articles.

1. Adaska W.S. (ed.) 1994 Controlled Low-Strength M aterials SP-150 American Concrete Institute.

2. American Concrete Institute Committee 229 1999 Controlled Low-Strength M aterial Committee Report.

3. Brewer W.E. 1990 The design and construction of culverts using controlled low strength material - controlled density fill (CLSM -CLSM ) backfill Proceedings of the First National Conference on Flexible Pipes October.

4. [CG & EC] Cincinnati Gas & Electric Company 1992 A collection of five research reports on controlled low strength material (CLSM ) by Brewer & Associates January.

5. Carson D. R. 1970 Stabilization of hydraulic backfill with Portland cement including results with other additives U.S. Bureau of M ines report of investigations 7327 January.

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