Cementitious composite constituent relationships
A cementitious composite includes a first layer, a second layer spaced from the first layer, a cementitious mixture disposed between the first layer and the second layer, and a structure layer disposed between the first layer and the second layer. The cementitious mixture is disposed within the structure layer. The cementitious mixture includes cementitious materials. The cementitious mixture is configured to absorb a mass of water that provides a maximum 28 day compressive strength of the cementitious composite upon curing which is represented by M w =x·M c . M w is the mass of water per unit area of the cementitious composite. M c is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite. x 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;
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials, wherein the cementitious materials are shaped and arranged to provide a void fraction of between 0.64 and 1.35, wherein the void fraction is defined as a ratio of a volume of voids within the cementitious mixture per unit area of the cementitious composite to a volume of cementitious materials per unit area of the cementitious composite; and
a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer;
wherein the cementitious mixture is configured to absorb a mass of water; and
wherein:
M w =x·M c
where:
M w is the mass of water per unit area of the cementitious composite;
M c is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides a 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 ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture that provides the maximum 28 day compressive strength of the cementitious composite is between 0.30 and 0.55.
3. 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.
4. The cementitious composite of claim 1 , 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.
5. The cementitious composite of claim 4 , wherein the containment layer is water permeable and thereby configured to facilitate the in-situ hydration of the cementitious mixture.
6. The cementitious composite of claim 1 , wherein the first layer, the second layer, and the structure layer are configured to facilitate absorbing the mass of water by the cementitious mixture that provides the maximum 28 day compressive strength of the cementitious composite.
7. The cementitious composite of claim 1 , wherein the first layer, the second layer, and the structure layer are configured to permit uninhibited expansion of the cementitious mixture.
8. The cementitious composite of claim 1 , wherein the structure layer comprises a nonwoven material.
9. The cementitious composite of claim 1 , wherein the second layer is water soluble or dissolvable.
10. The cementitious composite of claim 1 , wherein the second layer is biodegradable.
11. The cementitious composite of claim 1 , wherein the second layer is removable.
12. The cementitious composite of claim 1 , wherein the cementitious mixture includes a viscosity modifying agent.
13. The cementitious composite of claim 1 , wherein the cementitious mixture includes an accelerator.
14. The cementitious composite of claim 1 , wherein the cementitious mixture includes a superabsorbent material including at least one of a superabsorbent polymer or a superabsorbent clay.
15. The cementitious composite of claim 1 , wherein the cementitious mixture includes a superabsorbent material, a viscosity modifying agent, and an accelerator.
16. A cementitious composite for in-situ hydration, the cementitious composite comprising:
a first layer;
a second layer spaced from the first layer;
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials, wherein the cementitious mixture is of a nonexpansive type; and
a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer;
wherein the cementitious mixture is configured to absorb a mass of water; and
wherein:
M w =x·M c
where:
M w is the mass of water per unit area of the cementitious composite;
M c is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides a maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.
17. A cementitious composite for in-situ hydration, the cementitious composite comprising:
a first layer;
a second layer spaced from the first layer;
a cementitious mixture disposed between the first layer and the second layer, the cementitious mixture including cementitious materials, wherein the cementitious materials are shaped and arranged to provide a void fraction of between 0.30 and 0.64 to facilitate high pressure hydration, wherein the void fraction is defined as a ratio of a volume of voids within the cementitious mixture per unit area of the cementitious composite to a volume of cementitious materials per unit area of the cementitious composite; and
a structure layer disposed between the first layer and the second layer, wherein the cementitious mixture is disposed within the structure layer;
wherein the cementitious mixture is configured to absorb a mass of water; and
wherein:
M w =x·M c
where:
M w is the mass of water per unit area of the cementitious composite;
M c is a mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite; and
x is a ratio of the mass of water relative to the mass of cementitious materials of the cementitious mixture per unit area of the cementitious composite that provides a maximum 28 day compressive strength of the cementitious composite, wherein x is between 0.25 and 0.55.