Abstract
Three types of base geothermal cement were developed, on a trial basis, using C{sub 3}S(3Ca{center_dot}SiO{sub 2}) and C{sub 3}A(3CaO{center_dot}Al{sub 2}O{sub 3}), and incorporated with silica as the strength stabilizer, to prepare geothermal cement samples. They were tested for 45 days at a geothermal well in the Takinoue Geothermal District, showing a tendency of increasing in strength. The cement sample was prepared by incorporating 42.8% of the purest silica and 0.45% of lignin-based curing retardant. It showed a thickening time of 3 hours and 5 minutes. It showed a strength of 400 kg/cm{sup 2} or higher, when cured at 130 and 200 degrees C. The mixed cement, with G cement as the base incorporated with 42.8% of silica as the strength stabilizer, showed a thickening time of 4 hours and 12 minutes, when incorporated with 0.5% of a dispersant and 1.2% of a lignin-based curing retardant, where the G cement is developed for a 300 to 400 m deep geothermal well (maximum bed temperature: 220 degrees C, circulation temperature at the pit bottom: 135 degrees C), in accordance with the casing program for a 1,500 m deep geothermal well. When cured at 220 degrees C, it showed a strength of 370
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Citation Formats
None.
FY 1975 Report on results of Sunshine Project. Research and development of cement serviceable under geothermal conditions; 1975 nendo chinetsu kankyoka de shiyo kanona cement no kenkyu kaihatsu seika hokokusho.
Japan: N. p.,
1976.
Web.
None.
FY 1975 Report on results of Sunshine Project. Research and development of cement serviceable under geothermal conditions; 1975 nendo chinetsu kankyoka de shiyo kanona cement no kenkyu kaihatsu seika hokokusho.
Japan.
None.
1976.
"FY 1975 Report on results of Sunshine Project. Research and development of cement serviceable under geothermal conditions; 1975 nendo chinetsu kankyoka de shiyo kanona cement no kenkyu kaihatsu seika hokokusho."
Japan.
@misc{etde_20102612,
title = {FY 1975 Report on results of Sunshine Project. Research and development of cement serviceable under geothermal conditions; 1975 nendo chinetsu kankyoka de shiyo kanona cement no kenkyu kaihatsu seika hokokusho}
author = {None}
abstractNote = {Three types of base geothermal cement were developed, on a trial basis, using C{sub 3}S(3Ca{center_dot}SiO{sub 2}) and C{sub 3}A(3CaO{center_dot}Al{sub 2}O{sub 3}), and incorporated with silica as the strength stabilizer, to prepare geothermal cement samples. They were tested for 45 days at a geothermal well in the Takinoue Geothermal District, showing a tendency of increasing in strength. The cement sample was prepared by incorporating 42.8% of the purest silica and 0.45% of lignin-based curing retardant. It showed a thickening time of 3 hours and 5 minutes. It showed a strength of 400 kg/cm{sup 2} or higher, when cured at 130 and 200 degrees C. The mixed cement, with G cement as the base incorporated with 42.8% of silica as the strength stabilizer, showed a thickening time of 4 hours and 12 minutes, when incorporated with 0.5% of a dispersant and 1.2% of a lignin-based curing retardant, where the G cement is developed for a 300 to 400 m deep geothermal well (maximum bed temperature: 220 degrees C, circulation temperature at the pit bottom: 135 degrees C), in accordance with the casing program for a 1,500 m deep geothermal well. When cured at 220 degrees C, it showed a strength of 370 kg/cm{sup 2} after it was tested for 15 days. (NEDO)}
place = {Japan}
year = {1976}
month = {Mar}
}
title = {FY 1975 Report on results of Sunshine Project. Research and development of cement serviceable under geothermal conditions; 1975 nendo chinetsu kankyoka de shiyo kanona cement no kenkyu kaihatsu seika hokokusho}
author = {None}
abstractNote = {Three types of base geothermal cement were developed, on a trial basis, using C{sub 3}S(3Ca{center_dot}SiO{sub 2}) and C{sub 3}A(3CaO{center_dot}Al{sub 2}O{sub 3}), and incorporated with silica as the strength stabilizer, to prepare geothermal cement samples. They were tested for 45 days at a geothermal well in the Takinoue Geothermal District, showing a tendency of increasing in strength. The cement sample was prepared by incorporating 42.8% of the purest silica and 0.45% of lignin-based curing retardant. It showed a thickening time of 3 hours and 5 minutes. It showed a strength of 400 kg/cm{sup 2} or higher, when cured at 130 and 200 degrees C. The mixed cement, with G cement as the base incorporated with 42.8% of silica as the strength stabilizer, showed a thickening time of 4 hours and 12 minutes, when incorporated with 0.5% of a dispersant and 1.2% of a lignin-based curing retardant, where the G cement is developed for a 300 to 400 m deep geothermal well (maximum bed temperature: 220 degrees C, circulation temperature at the pit bottom: 135 degrees C), in accordance with the casing program for a 1,500 m deep geothermal well. When cured at 220 degrees C, it showed a strength of 370 kg/cm{sup 2} after it was tested for 15 days. (NEDO)}
place = {Japan}
year = {1976}
month = {Mar}
}