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Digital Library /STP / STP1331-EB
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Overview PDF
Description
Table of Contents
Test Methods for Controlled Low-Strength Material (CLSM): Past, Present, and Future
Hitch JL
Comparison of Dry Scrubber and Class C Fly Ash in Controlled Low-Strength Material (CLSM) Applications
Dockter BA
Design and Testing Controlled Low-Strength Materials (CLSM) Using Clean Coal Ash
Naik TR, Kraus RN, Sturzl RF, Ramme BW
Use of High-Fines Limestone Screenings as Aggregate for Controlled Low-Strength Material (CLSM)
Crouch LK, Gamble R, Brogdon JF, Tucker CJ
Utilization of Recycled Glass as Aggregate in Controlled Low-Strength Material (CLSM)
Ohlheiser TR
Development of Engineering Properties for Regular and Quick-Set Flowable Fill
Pons F, Landwermeyer JS, Kerns L
Engineering Properties of Air-Modified Controlled Low-Strength Material
Hoopes RJ
Long Term Strength Gain of Controlled Low-Strength Materials
Mullarky JI
Admixture Enhanced Controlled Low-Strength Material for Direct Underwater Injection With Minimal Cross-Contamination
Hepworth HK, Davidson JS, Hooyman JL
Corrosion Activity of Steel in Cementitious Controlled Low-Strength Materials vs. That in Soil
Abelleira A, Berke NS, Pickering DG
Innovative uses of Controlled Low Strength Material (CLSM) in Colorado
Hook W, Clem DA
Fly-Ash-Based Controlled Low-Strength Material (CLSM) Used for Critical Microtunneling Applications
Green BH, Staheli K, Bennett D, Walley DM
Construction of CLSM Approach Embankment to Minimize the Bump at the End of the Bridge
Snethen DR, Benson JM
Filling Abandoned Mines with Fluidized Bed Combustion Ash Grout
Gray DD, Reddy TP, Black DC, Ziemkiewicz PF
Developing Controlled Low-Strength Materials to Meet Industry and Construction Needs
Gardner MR
Flowable Fill Backfill for Use in Sequential Excavations in Contaminated Soil
Walker MP, Ash JR
Use of Controlled Density Fill to Fill Underslab Void
Mason TF
Properties of Low-Strength Concrete for Meeks Cabin Dam Modification Project, Wyoming
Dolen TP, Benavidez AA
Ten-Year Performance Record of Non-Shrink Slurry Backfill
Brinkley D, Mueller PE
Field Test of Buried Pipe with CLSM Backfill
Webb MC, McGrath TJ, Selig ET
Flowable Fill Promotes Trench Safety and Supports Drainage Pipe Buried 60 ft (18.3 M) Under New Runway
Hegarty JR, Eaton SJ
Bedding Factors and E' Values for Buried Pipe Installations Backfilled with Air-Modified CLSM
McGrath TJ, Hoopes RJ
Frost Penetration in Flowable Fill Used in Pipe Trench Backfill
Baker THW
Proposed Standard Practice for Installing Buried Pipe Using Flowable Fill
Howard A
Specifications and Use of Controlled Low-Strength Material by State Transportation Agencies
Riggs EH, Keck RH
Heat of Neutralization Test to Determine Cement Content of Soil-Cement or Roller-Compacted Concrete
Scavuzzo R, Kunzer BA
Author Index
Subject Index
Committee: D18
Paper ID: STP1331-EB
DOI: 10.1520/STP1331-EB
 ASTM International is a member of CrossRef.
0-8031-2477-5
978-0-8031-2477-6
STP1331-EB
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