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References
- T. Bakoshi, K. Kohno, S. Kawasaki, N. Yamaji, Strength and durability of concrete using bottom
- ash as replacement for fine aggregate, ACI Spec. Publ. (SP-179) (1998) 159– 172.
- Mohd Syahrul Hisyam bin Mohd Sani, Fadhluhartini bt Muftah and Zulkifli Muda “The
- Properties of Special Concrete Using Washed Bottom Ash (WBA) as Partial Sand Replacementâ€,
- The International Journal of Sustainable Construction Engineering & Technology Vol 1 No 2,
- December 2010, 65 - 76
- Siddique, R., Effect of fine aggregate replacement with class F fly ash on the abrasion resistance
- of concrete, Cement and Concrete Research, 33(2003) 1877-1881.
- Mohammed Maslehuddin, Abdulaziz, Al-Mana, Mahammed Shamim and Huseyin Saricimen,
- Effect of sand replacement on the early age strength gain and long term corrosion resisting
- characteristics of fly ash concrete, ACI Materials Journal, Jan-Feb (1989) 58-62.
- Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete
- for structural application, ACI Material Journal, Sept-Oct (1983) 414-422.
- Ghafoori N. and Bucholic, J., Properties of high-calcium dry bottom ash concrete, ACI Materials
- Journal, 94 (1997)90-101
- Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete
- for structural application, ACI Material Journal, Sept-Oct (1983) 414-422
- Naik, T.R. and Ramme, B.W., High strength concrete containing large quantities of fly ash, ACI
- Materials Journal, March-April (1989) 111-116.
- IS: 10262-1982. Recommended guidelines for concrete mix design, Bureau of Indian
- Standards, New Delhi, India.
- IS 383-1970 Specifications for coarse and fine aggregates from natural sources for concrete,
- Bureau of Indian Standards, New Delhi, India.
- IS: 516-1959.Indian standard code of practice methods of test for strength of concrete,
- Bureau of Indian Standards, New Delhi, India.
References
T. Bakoshi, K. Kohno, S. Kawasaki, N. Yamaji, Strength and durability of concrete using bottom
ash as replacement for fine aggregate, ACI Spec. Publ. (SP-179) (1998) 159– 172.
Mohd Syahrul Hisyam bin Mohd Sani, Fadhluhartini bt Muftah and Zulkifli Muda “The
Properties of Special Concrete Using Washed Bottom Ash (WBA) as Partial Sand Replacementâ€,
The International Journal of Sustainable Construction Engineering & Technology Vol 1 No 2,
December 2010, 65 - 76
Siddique, R., Effect of fine aggregate replacement with class F fly ash on the abrasion resistance
of concrete, Cement and Concrete Research, 33(2003) 1877-1881.
Mohammed Maslehuddin, Abdulaziz, Al-Mana, Mahammed Shamim and Huseyin Saricimen,
Effect of sand replacement on the early age strength gain and long term corrosion resisting
characteristics of fly ash concrete, ACI Materials Journal, Jan-Feb (1989) 58-62.
Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete
for structural application, ACI Material Journal, Sept-Oct (1983) 414-422.
Ghafoori N. and Bucholic, J., Properties of high-calcium dry bottom ash concrete, ACI Materials
Journal, 94 (1997)90-101
Swami, R.N., Sami A.R. Alli and Theodorakepoulos D.D, Early strength fly ash concrete
for structural application, ACI Material Journal, Sept-Oct (1983) 414-422
Naik, T.R. and Ramme, B.W., High strength concrete containing large quantities of fly ash, ACI
Materials Journal, March-April (1989) 111-116.
IS: 10262-1982. Recommended guidelines for concrete mix design, Bureau of Indian
Standards, New Delhi, India.
IS 383-1970 Specifications for coarse and fine aggregates from natural sources for concrete,
Bureau of Indian Standards, New Delhi, India.
IS: 516-1959.Indian standard code of practice methods of test for strength of concrete,
Bureau of Indian Standards, New Delhi, India.