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| 1 | A study on carbonation depth prediction for fly ash concrete显示文摘 | J. Khunthongkeaw S. Tangtermsirikul T. Leelawat | 2005 | Construction and Building Materials2005，，9： | 2 |
| 2 | A study on carbonation depth prediction for fly ash concrete 显示文摘 | J Khunthongkeaw S Tangtermsirikul T Leelawat | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 3 | A study on carbonation depth prediction for fly ash concrete显示文摘 | Khunthongkeaw J Tangtermsirikul S Leelawat T | 2006 | Constr Build Mater2006，20，： | 1 |
| 4 | A study on carbonation depth predictionfor fly ash concrete 显示文摘 | KHUNTHONGKEAW J TANGTERMSIRIKUL S LEELAWAT T | 2006 | Construction and BuildingMaterials2006，20，9： | 1 |
| 5 | A study on carbonation depth prediction for fly ash concrete显示文摘 | Khunthongkeaw J Tangtermsirikul S Leelawat T | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 6 | Proper- ties of cement made by partially replacing cement raw materials with municipal solid waste ashes and calcium carbide waste显示文摘 | KRAMMART P TANGTERMSIRIKUL S | 2004 | Construction and Building Materi- als2004，18，2： | 1 |
| 7 | A study on cement made by partially replacing cement raw materials with municipal solid waste ash and calcium carbide waste显示文摘 | Krammart P Tangtermsirikul S | 2003 | Science Asia2003，29，1： | 1 |
| 8 | A Study on Carbonation Depth Prediction for Fly Ash Concrete显示文摘 | Khunthongkeaw J Tangtermsirikul S Leelawat T | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 9 | A Model for Predicting Time-dependent Chloride Binding Capacity of Cement-fly Ash Cementitious System显示文摘 | Sumranwanich T Tangtermsirikul S | 2004 | Materials and Structures2004，37，6： | 1 |
| 10 | Properties of cement made by partially replacing cement raw materials with municipal solid waste ashes and calcium显示文摘 | KRAMMART P TANGTERMSIRIKUL S | 2004 | Construction and Building Materials2004，18，8： | 1 |
| 11 | A Study on Carbonation Depth Prediction for Fly Ash Concrete显示文摘 | KHUNTHONGKEAW J TANGTERMSIRIKUL S LEELAWAT T | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 12 | Properties of cement made by partially replacing cement raw materials with municipal solid waste ashes and cal- cium carbide waste显示文摘 | Krammart P Tangtermsirikul S | 2004 | Construction and Building Materials2004，18，8： | 1 |
| 13 | A study on carbonation depth prediction for fly ash concrete显示文摘 | KHUNTHONGKEAW J TANGTERMSIRIKUL S LEELAWAT T | 2006 | Joumal of con- struction and Building Materials2006，，： | 1 |
| 14 | A model for predicting time-dependent chloride binding capacity of cement-fly ash cementitious system显示文摘 | SUMRANWANICH T TANGTERMSIRIKUL S | 2004 | Materials and Structures2004，37，6： | 1 |
| 15 | A study on carbonation depth prediction for fly ash concrete显示文摘 | Khunthongkeaw J Tangtermsirikul S Leelawa T | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 16 | A study on carbonation depth prediction for fly ash concrete显示文摘 | KHUMTHONGKEAW J TANGTERMSIRIKUL S LEELAWAT T | 2006 | Construction and Building Materials2006，20，9： | 1 |
| 17 | Effect of cement types, mineral admixtures, and bottom ash on the curing sensitivity of concrete显示文摘The curing sensitivity of concrete with cement Types 1, 3, and 5 as well as multiple powders consisting of cement, fly ash, and limestone powder was studied. Bottom ash was also used in the study as an internal curing agent and a partial substitution of fine aggregate. The curing sensitivity index was calculated by considering the performances of compressive strength and carbonation depth. Specimens were subjected to two curing conditions: continuously water-cured and continuously air-cured. The results show that cement Type 3 has a lower curing sensitivity, while cement Type 5 increases the curing sensitivity. For the mixes without bottom ash, the use of fly ash increases the curing sensitivity, while limestone powder reduces the curing sensitivity of concrete. The use of bottom ash in concrete reduces the curing sensitivity, especially at a lower mass ratio of water to binder. Concrete with limestone powder, together with bottom ash, is least sensitive to curing. The curing sensitivity calculated from carbonation depth also has a similar tendency as that derived by considering compressive strength. From the test results of compressive strength and curing sensitivity, bottom ash has been proven to be an effective internal curing agent. | Kinaanath Hussain Pongsak Choktaweekarn Warangkana Saengsoy Theerati Srichan Somnuk Tangtermsirikul | 2013 | International Journal of Minerals,Metallurgy and Materials2013，20，1： | 0 |
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