Cementitious composite constituent relationships
A cementitious composite includes a first layer, a second layer, and a cementitious mixture disposed between the first layer and the second layer. The cementitious mixture includes (i) cementitious materials and (ii) a viscosity modifier and/or an accelerator. The cementitious materials provide a void fraction between 0.64 and 1.35. The void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite. A ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite is between 0.25 and 0.55.
1. A cementitious composite for in-situ hydration, the cementitious composite comprising:
a first layer;
a second layer spaced from the first layer; and
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials and non-cementitious materials including a viscosity modifier, the cementitious materials shaped and arranged to provide a void fraction between 0.64 and 1.35, wherein the void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite;
wherein the cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite; and
wherein:
M w =x·M c
where:
M w is the mass of the water per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.
2. The cementitious composite of claim 1 , wherein the first layer is a sealing layer positioned to seal a first side of the cementitious composite such that the cementitious mixture and water do not migrate through the first side, and wherein the second layer is a containment layer positioned at an opposite second side of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite.
3. The cementitious composite of claim 2 , wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
4. The cementitious composite of claim 1 , wherein the second layer is water soluble or dissolvable.
5. The cementitious composite of claim 1 , wherein the second layer is biodegradable.
6. The cementitious composite of claim 1 , wherein the second layer is removable.
7. The cementitious composite of claim 1 , wherein the cementitious mixture includes at least one of a superabsorbent polymer or an accelerator.
8. A cementitious composite for in-situ hydration, the cementitious composite comprising:
a first layer;
a second layer spaced from the first layer; and
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials and non-cementitious materials including an accelerator, the cementitious materials shaped and arranged to provide a void fraction between 0.64 and 1.35, wherein the void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite;
wherein the cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite; and
wherein:
M w =x·M c
where:
M w is the mass of the water per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.
9. The cementitious composite of claim 8 , wherein the first layer is a sealing layer positioned to seal a first side of the cementitious composite such that the cementitious mixture and water do not migrate through the first side, and wherein the second layer is a containment layer positioned at an opposite second side of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite.
10. The cementitious composite of claim 9 , wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
11. The cementitious composite of claim 8 , wherein the second layer is water soluble or dissolvable.
12. The cementitious composite of claim 8 , wherein the second layer is biodegradable.
13. The cementitious composite of claim 8 , wherein the second layer is selectively removable.
14. The cementitious composite of claim 8 , wherein the cementitious mixture includes at least one of a superabsorbent polymer or a viscosity modifier.
15. A cementitious composite for in-situ hydration, the cementitious composite comprising:
a first layer that is water soluble, dissolvable, biodegradable, or removable;
a second layer spaced from the first layer; and
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials and non-cementitious materials, the cementitious materials shaped and arranged to provide a void fraction between 0.64 and 1.35, wherein the void fraction is defined as the ratio of the volume of the voids within the cementitious mixture per unit area of the cementitious composite to the volume of the cementitious materials per unit area of the cementitious composite;
wherein the cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite; and
wherein:
M w =x·M c
where:
M w is the mass of the water per unit area of the cementitious composite;
M c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of the water relative to the mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides the maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.
16. The cementitious composite of claim 15 , wherein the second layer is a sealing layer positioned to seal a bottom of the cementitious composite such that the cementitious mixture and water do not migrate through the bottom, wherein the first layer is a containment layer positioned at a top of the cementitious composite to at least partially contain the cementitious mixture within the cementitious composite, and wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
17. The cementitious composite of claim 15 , wherein the cementitious mixture includes at least one of a superabsorbent polymer, an accelerator, or a viscosity modifier.
18. The cementitious composite of claim 15 , wherein the second layer is water soluble or dissolvable.
19. The cementitious composite of claim 15 , wherein the second layer is biodegradable.
20. The cementitious composite of claim 15 , wherein the second layer is selectively removable.