TY - JOUR
T1 - Supercritical drying of cementitious materials
AU - Zhang, Zhidong
AU - Scherer, George W.
N1 - Funding Information:
This work was supported by funding from Federal Highway Administration (FHWA) through the program DTFH61-12-H-00003 and NSF grant CMMI-1335320. The authors thank our collaborators at Oklahoma State University, National Institute of Standard and Technology, University of California in Santa Barbara, University of Bremen and W.R. Grace. The authors appreciate the effort of the senior technician Joseph Vocaturo to modify the autoclave. The authors also thank Prof. Claire White for allowing us to use the XRD instrument.
Publisher Copyright:
© 2017 Elsevier Ltd
PY - 2017/9
Y1 - 2017/9
N2 - Techniques to characterize the microstructure of hydrated cement require dried materials. However, the microstructure of hydrated products is significantly altered by high capillary forces during drying when using the conventional drying methods. To avoid drying stresses when preparing samples, we have employed supercritical drying (SCD) which has been used for decades to prepare aerogels that undergo no shrinkage during drying, but has rarely been used for cementitious materials. The pore solution is first replaced with isopropanol, and then with trifluoromethane (R23). The temperature and pressure are raised above the critical point, where no menisci or capillary pressure can exist; therefore, the dried samples are free of artifacts created by stresses. Images from scanning electron microscope show less compact morphology for supercritically dried samples than that dried by conventional methods, while BET surface areas of SCD samples are very close to samples dried by the isopropanol replacement method. This can be explained by the fact that isopropanol and supercritical fluid enter the micropores and block them. The nature of the chemical interactions of isopropanol and R23 with cement pastes are still not clear, but no reaction products were identified in the present study.
AB - Techniques to characterize the microstructure of hydrated cement require dried materials. However, the microstructure of hydrated products is significantly altered by high capillary forces during drying when using the conventional drying methods. To avoid drying stresses when preparing samples, we have employed supercritical drying (SCD) which has been used for decades to prepare aerogels that undergo no shrinkage during drying, but has rarely been used for cementitious materials. The pore solution is first replaced with isopropanol, and then with trifluoromethane (R23). The temperature and pressure are raised above the critical point, where no menisci or capillary pressure can exist; therefore, the dried samples are free of artifacts created by stresses. Images from scanning electron microscope show less compact morphology for supercritically dried samples than that dried by conventional methods, while BET surface areas of SCD samples are very close to samples dried by the isopropanol replacement method. This can be explained by the fact that isopropanol and supercritical fluid enter the micropores and block them. The nature of the chemical interactions of isopropanol and R23 with cement pastes are still not clear, but no reaction products were identified in the present study.
KW - Isopropanol exchange (A)
KW - Microstructure (C)
KW - Nitrogen adsorption (A)
KW - Scanning electron microscopy (B)
KW - Supercritical drying (E)
KW - Trifluoromethane (C)
UR - http://www.scopus.com/inward/record.url?scp=85019593176&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85019593176&partnerID=8YFLogxK
U2 - 10.1016/j.cemconres.2017.05.005
DO - 10.1016/j.cemconres.2017.05.005
M3 - Article
AN - SCOPUS:85019593176
SN - 0008-8846
VL - 99
SP - 137
EP - 154
JO - Cement and Concrete Research
JF - Cement and Concrete Research
ER -