Development of silica-enriched cement-based materials with improved aging resistance for application in high-temperature environments
Creators
- 1. Civil and Environmental Engineering Department, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, MA 02139-4307 (United States)
- 2. Civil and Environmental Engineering Department, Cullen College of Engineering, University of Houston, Engineering Building 1, Room N-132, 4726 Calhoun Road, Houston, TX 77204-4003 (United States)
- 3. Schlumberger-Doll Research Center, 1 Hampshire St., Cambridge, MA 02139 (United States)
- 4. Schlumberger Riboud Product Center, 1 rue Henri Becquerel, Clamart 92140 (France)
Description
Understanding the effects of high temperature (HT) and high pressure (HP) conditions on the microstructure of cement-based materials is critical to the construction and safe operation of deep oil and gas wells. Under such conditions, the persistence of calcium-silicate-hydrate (C-S-H) gel is compromised by ongoing crystallization that, if not controlled, may adversely affect the durability of the cement sheath. This work investigates the effect of silica content >35% by-weight-of-cement (BWOC), silica particle size, and solid volume fraction (SVF) on the microstructure and phase composition of cement-silica blends cured hydrothermally at 200 °C and 20.7 MPa. The results of X-ray diffraction and electron microprobe analysis revealed significant impact of these three mix design parameters on the final phase assembly, and on the conversion rate of semi-crystalline C-S-H to gyrolite and 11 Åtobermorite. Incorporation of more fine siliceous material suppressed dissolution of coarse silica particles, resulting in a matrix with improved homogeneity and dominated by fine gel pores. Mixes with lower SVF showed greater formation of 11 Å tobermorite, a higher degree of crystallinity and/or greater crystallite size. Prolonged HTHP curing of all systems (up to three months in this study), irrespective of the initial SVF, increased the fraction of capillary pores, indicating void coalesce caused by crystal growth. However, we find that this coarsening is less pronounced in systems with less pore space available for crystallization.
Availability note (English)
Available from http://dx.doi.org/10.1016/j.cemconres.2018.01.004Additional details
Identifiers
- DOI
- 10.1016/j.cemconres.2018.01.004;
- PII
- S0008884617305586;
Publishing Information
- Journal Title
- Cement and Concrete Research
- Journal Volume
- 105
- Journal Page Range
- p. 91-110
- ISSN
- 0008-8846
- CODEN
- CCNRAI
INIS
- Country of Publication
- United States
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 50050857
- Subject category
- S36: MATERIALS SCIENCE;
- Descriptors DEI
- AGING; CALCIUM SILICATES; CAPILLARIES; CEMENTS; CRYSTAL GROWTH; CRYSTALLIZATION; DISSOLUTION; ELECTRON MICROPROBE ANALYSIS; GELS; HARDNESS; HYDRATES; MICROSTRUCTURE; PARTICLE SIZE; PRESSURE RANGE MEGA PA 10-100; SERVICE LIFE; SILICA; SOLIDS; VOIDS; X-RAY DIFFRACTION
- Descriptors DEC
- ALKALINE EARTH METAL COMPOUNDS; BLOOD VESSELS; BODY; BUILDING MATERIALS; CALCIUM COMPOUNDS; CARDIOVASCULAR SYSTEM; CHEMICAL ANALYSIS; COHERENT SCATTERING; COLLOIDS; DIFFRACTION; DISPERSIONS; LIFETIME; MATERIALS; MECHANICAL PROPERTIES; MICROANALYSIS; MINERALS; NONDESTRUCTIVE ANALYSIS; ORGANS; OXIDE MINERALS; OXYGEN COMPOUNDS; PHASE TRANSFORMATIONS; PRESSURE RANGE; PRESSURE RANGE MEGA PA; SCATTERING; SILICATES; SILICON COMPOUNDS; SIZE
Optional Information
- Copyright
- Copyright (c) 2017 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.