Bleed water measurements for two Controlled Low Strength Material (CLSM) mixes were conducted to provide engineering data for the Tank 20F closure activities. CLSM Mix 1 contained 150 pounds of cement per cubic yard whereas CLSM Mix 2 contained 50 pounds per cub yard. SRS currently used CLSM Mix 2 for various applications. Bleed water percentages and generation rates were measured along with flow and compressive strength. This information will be used to select a mix design for the Tank 20F closure activities and to establish the engineering requirements, such as, lift height, time required between lifts and quantity of bleed water to be removed from the tank during the placement activities. Mix 1 is recommended for placement within Tank 20...
Controlled low-strength material (CLSM) mixture design remains a trial-and-error process. A new appr...
Cementitious grout will be used to close Tanks 18-F and 19-F. The functions of the grout are to: (1)...
Controlled low-strength material (CLSM) is a self-levelling cementitious material. It is not concret...
Previous testing by BSRI/SRTC/Raytheon indicated that the CLSM specified for the Tank 20 closure gen...
This work performed in this project is intended to support the SRS and DOE complex effort to close h...
An improved low bleed water CLSM mix was field tested on May 13, 1997 at the Throop portable auger b...
textThis report presents the results of experimental studies on the properties of controlled low-st...
Controlled low-strength material (CLSM) also known by names such as flowable fill or con...
This report documents the results of testing performed to determine the feasibility of using a pulse...
Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfi...
Strength and workability is the main factor in the cement mortar and concrete. These are Controlled ...
In this study, in order to establish a plan that will enable safe use of renewable resources such as...
Ensuring adequate stability is critical in flowable and lean concrete prone to bleeding and segregat...
In this study, two industrial wastes – circulating fluidized bed combustion co-fired fly ash (CFA) a...
The overall objective of this program, SRD-99-08, was to design and test suitable materials, which c...
Controlled low-strength material (CLSM) mixture design remains a trial-and-error process. A new appr...
Cementitious grout will be used to close Tanks 18-F and 19-F. The functions of the grout are to: (1)...
Controlled low-strength material (CLSM) is a self-levelling cementitious material. It is not concret...
Previous testing by BSRI/SRTC/Raytheon indicated that the CLSM specified for the Tank 20 closure gen...
This work performed in this project is intended to support the SRS and DOE complex effort to close h...
An improved low bleed water CLSM mix was field tested on May 13, 1997 at the Throop portable auger b...
textThis report presents the results of experimental studies on the properties of controlled low-st...
Controlled low-strength material (CLSM) also known by names such as flowable fill or con...
This report documents the results of testing performed to determine the feasibility of using a pulse...
Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfi...
Strength and workability is the main factor in the cement mortar and concrete. These are Controlled ...
In this study, in order to establish a plan that will enable safe use of renewable resources such as...
Ensuring adequate stability is critical in flowable and lean concrete prone to bleeding and segregat...
In this study, two industrial wastes – circulating fluidized bed combustion co-fired fly ash (CFA) a...
The overall objective of this program, SRD-99-08, was to design and test suitable materials, which c...
Controlled low-strength material (CLSM) mixture design remains a trial-and-error process. A new appr...
Cementitious grout will be used to close Tanks 18-F and 19-F. The functions of the grout are to: (1)...
Controlled low-strength material (CLSM) is a self-levelling cementitious material. It is not concret...