CIGMAT                         http://cigmat.cive.uh.edu/

November, 1999

Vol. 5, No. 1

CENTER FOR INNOVATIVE GROUTING MATERIALS AND TECHNOLOGY, UNIVERSITY OF HOUSTON.

News and Literature Review

Is CLSM a Grout?
    The versatility of Control low strength material (CLSM) or flowable fill makes it useful in a wide variety of applications. CLSM is gaining acceptance as a backfill material, particularly for work around pipes and other utility trench applications and as a void filling material for abandoned underground facilities. CLSM has inherited many different names throughout the industry including liquid dirt, controlled density fill, flowable mortar, and lean backfill. General constituents of CLSM are sand, cement, fly ash and water with flowing consistency and relatively easy pumpability. This clearly qualifies CLSM as a grout, although the ready mix suppliers or the ACI 229 committee doesn’t refer to it as a grout.
     The key to CLSM’s (a self leveling material) success has been the ease of placement, no required compaction, reduced trench excavation, use of locally available material, less labor and safer operations. Because of the nature of application the component materials need not meet the standards required for concrete production, typically 28th day unconfined compressive strength of 100 psi is specified for excavatable fill. The National Ready Mixed Concrete Association has defined excavatable CLSM as having an unconfined compressive strength of 150 psi in one year. Higher strengths are used for applications where future excavation is not required.
     Performance tests may be required before placement to establish the rate of strength gain and the potential ultimate strength of the mixture. Besides compressive strength, flowable fill has many other physical properties that have to be specified and evaluated before placing the material. Flowability is a measure of the flowable fill mixtures’ fluid characteristics. Highly flowable mixtures often contain more water so hydrostatic pressure during backfill placement must be considered; placing them in lifts will reduce the hydrostatic pressure. When using CLSM, buoyancy is a common concern because the pipes can be lifted off the foundation/bedding. CLSM unit weight varies from 70 to 145 pcf.
     The permeability of CLSM can range from sand to clay or even lower, this will also help in selecting the material for different applications. ASTM has approved a few standards for measuring the properties of CLSM and these are listed below. CIGMAT researchers are currently working on developing and characterizing various CLSM mixes using foundry sand, clay and fly ash.

Standard Number Scope of the Test Committee and Subcommittee
D 4832-95 Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders D-18 on Soil and Rock and D18.15 on Stabilization with Admixtures
D 5971-96 Standard Test for Sampling Freshly Mixed Controlled Low Strength Material D-18 on Soil and Rock and D18.15 on Stabilization with Admixtures
D 6023-96 Standard Test Method for Unit Weight, Yield, Cement Content, and Air Content (Gravimetric) Controlled Low Strength Material D-18 on Soil and Rock and D18.15 on Stabilization with Admixtures
D 6024-96 Standard Test Method for Ball Drop on Controlled Low Strength Material (CLSM) to Determine Suitability for Load Application D-18 on Soil and Rock and D18.15 on Stabilization with Admixtures
D 6103-97 Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM) D-18 on Soil and Rock and D18.15 on Stabilization with Admixtures
 

 

In this issue......

I. Geotechnical
Grouting
.................... 2

II. Tunnel
Grouting
.................... 3

III. Grouting
Material
.................... 4

IV. Mine
Grouting
.................... 4

V. Environmental
Grouting
.................... 4

VI. Structural
Grouting
.................... 5

VII. Sewer
Grouting
.................... 6
Announcements

(i). CIGMAT-2000

Conference will be

on March 3, 2000

University of

Houston, Texas.


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Vol. 5, No. 1

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If you have any questions, please contact Dr.C.Vipulanandan
Copyright © 1999 University of Houston