Development of engineering properties for regular and quick-set flowable fill

ASTM Special Technical Publication

Volumn 1331, Issue , 1998, Pages 67-86

  Pons, Fernando ^a   Landwenneyer, John S ^a   Kerns, Larry ^b  

^a Law Eng and Environ Services Inc   (United States)

^b City of Tulsa Pub Works Department   (United States)

Author keywords

Aggregate base; Backfill; Bearing; California bearing ratio (CBR); Controlled low strength material (CLSM); Diggability; Flowable fill; Modulus of subgrade reaction; Strength; Subsidence

Indexed keywords

BEARING CAPACITY; COMPRESSIVE STRENGTH; CONCRETE AGGREGATES; CONCRETE TESTING; EXCAVATION; INDUSTRIAL ECONOMICS; MECHANICAL TESTING; SETTING; SUBSIDENCE;

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

CONCRETES;

EID: 0032074354     PISSN: 00660558     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (8)

1. Law Engineering, Inc., 1995, "Interim Report No. 3, Regular and Quick-Set Flowable Fill Testing Program," Project No. 392-50237-01, Tulsa, Oklahoma.
2. Baas, W., Concrete Products Magazine, Nov. 1994.
3. Adaska, W. S. and Hook, W., Supplementary Seminar Reading, Aberdeen's World of Concrete Seminar 06-28 Flowable Fill, Jan., 1994.
4. "Utility Cut Restoration," Metropolitan Toronto Roads and Traffic Department Ready Mixed Concrete Association of Ontario. April 1985
5. Emery, J. and Johnson, T., "Unshrinkable Fill for Utility Cut Restorations," American Concrete Institute, Special Publication 93-10, 1986, pp. 187-211.
6. "Typical Applications of Traffic Control Devices," City of Tulsa, Oklahoma, Public Works Department, Traffic Engineering Department, 1991.
7. "Standard Concrete and Asphalt Pavement Cut and Repair Specifications," City of Tulsa, Oklahoma, Public Works Department, 1991.
8. VanTil, et al., "Evaluation of AASHO Interim Guides for Design of Pavement Structures," NCHRP 128, Highway Research Board, 1972.