Economic Considerations When Using Controlled Low-Strength Material (CLSM-CDF) as Backfill
WE Brewer, JO Hurd - Transportation Research Record, 1991 - trid.trb.org
WE Brewer, JO Hurd
Transportation Research Record, 1991•trid.trb.orgControlled low-strength material (CLSM) is defined by the American Concrete Institute as
having a 28-day compressive stength less than 1,200 psi. Its primary ingredients are
portland cement, fly ash, and filler aggregate. Although CLSMs have been in use for a
number of years, confusion about their construction benefits and economic savings remains.
The principal use of CLSM has been as a controlled-density fill (CDF) in place of
conventionally placed backfill. A method for determining the cost of CLSM-CDF and how it …
having a 28-day compressive stength less than 1,200 psi. Its primary ingredients are
portland cement, fly ash, and filler aggregate. Although CLSMs have been in use for a
number of years, confusion about their construction benefits and economic savings remains.
The principal use of CLSM has been as a controlled-density fill (CDF) in place of
conventionally placed backfill. A method for determining the cost of CLSM-CDF and how it …
Controlled low-strength material (CLSM) is defined by the American Concrete Institute as having a 28-day compressive stength less than 1,200 psi. Its primary ingredients are portland cement, fly ash, and filler aggregate. Although CLSMs have been in use for a number of years, confusion about their construction benefits and economic savings remains. The principal use of CLSM has been as a controlled-density fill (CDF) in place of conventionally placed backfill. A method for determining the cost of CLSM-CDF and how it can affect a contractor's total construction costs is described. General technical information for the manufacture and testing of CLSM in the laboratory and in the field is cited. A small sample of ready-mixed concrete producers indicates the need for dissemination of information about CLSM.
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