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STP Published: 1998

STP1331-EB

The Design and Application of Controlled Low-Strength Materials (Flowable Fill)

Editor(s): Amster K. Howard, Jennifer L. Hitch

Table of Contents

STP Individual Article Download Free

Test Methods for Controlled Low-Strength Material (CLSM): Past, Present, and Future

JL Hitch

Comparison of Dry Scrubber and Class C Fly Ash in Controlled Low-Strength Material (CLSM) Applications

BA Dockter

Design and Testing Controlled Low-Strength Materials (CLSM) Using Clean Coal Ash

TR Naik, RN Kraus, RF Sturzl, BW Ramme

Use of High-Fines Limestone Screenings as Aggregate for Controlled Low-Strength Material (CLSM)

LK Crouch, R Gamble, JF Brogdon, CJ Tucker

Utilization of Recycled Glass as Aggregate in Controlled Low-Strength Material (CLSM)

TR Ohlheiser

Development of Engineering Properties for Regular and Quick-Set Flowable Fill

F Pons, JS Landwermeyer, L Kerns

Engineering Properties of Air-Modified Controlled Low-Strength Material

RJ Hoopes

Long Term Strength Gain of Controlled Low-Strength Materials

JI Mullarky

Admixture Enhanced Controlled Low-Strength Material for Direct Underwater Injection With Minimal Cross-Contamination

HK Hepworth, JS Davidson, JL Hooyman

Corrosion Activity of Steel in Cementitious Controlled Low-Strength Materials vs. That in Soil

A Abelleira, NS Berke, DG Pickering

Innovative uses of Controlled Low Strength Material (CLSM) in Colorado

W Hook, DA Clem

Fly-Ash-Based Controlled Low-Strength Material (CLSM) Used for Critical Microtunneling Applications

BH Green, K Staheli, D Bennett, DM Walley

Construction of CLSM Approach Embankment to Minimize the Bump at the End of the Bridge

DR Snethen, JM Benson

Filling Abandoned Mines with Fluidized Bed Combustion Ash Grout

DD Gray, TP Reddy, DC Black, PF Ziemkiewicz

Developing Controlled Low-Strength Materials to Meet Industry and Construction Needs

MR Gardner

Flowable Fill Backfill for Use in Sequential Excavations in Contaminated Soil

MP Walker, JR Ash

Use of Controlled Density Fill to Fill Underslab Void

TF Mason

Properties of Low-Strength Concrete for Meeks Cabin Dam Modification Project, Wyoming

TP Dolen, AA Benavidez

Ten-Year Performance Record of Non-Shrink Slurry Backfill

D Brinkley, PE Mueller

Field Test of Buried Pipe with CLSM Backfill

MC Webb, TJ McGrath, ET Selig

Flowable Fill Promotes Trench Safety and Supports Drainage Pipe Buried 60 ft (18.3 M) Under New Runway

JR Hegarty, SJ Eaton

Bedding Factors and E' Values for Buried Pipe Installations Backfilled with Air-Modified CLSM

TJ McGrath, RJ Hoopes

Frost Penetration in Flowable Fill Used in Pipe Trench Backfill

THW Baker

Proposed Standard Practice for Installing Buried Pipe Using Flowable Fill

A Howard

Specifications and Use of Controlled Low-Strength Material by State Transportation Agencies

EH Riggs, RH Keck

Heat of Neutralization Test to Determine Cement Content of Soil-Cement or Roller-Compacted Concrete

R Scavuzzo, BA Kunzer

Appendix: CLSM Standards Free

Author Index Free

Subject Index Free

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Details

DOI: 10.1520/STP1331-EB

ISBN-EB: 978-0-8031-5383-7

ISBN-13: 978-0-8031-2477-6