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A cementitious composite material for in-situ hydration includes a first layer having a nonwoven configuration and a cementitious material disposed within the first layer. The first layer has a first side and an opposing second side, and the first layer includes a plurality of discrete nodes spaced

A cementitious composite material for in-situ hydration includes a first layer having a nonwoven configuration and a cementitious material disposed within the first layer. The first layer has a first side and an opposing second side, and the first layer includes a plurality of discrete nodes spaced relative to one another along a first direction and a second direction. The cementitious composite material further includes a second layer disposed along the first side of the first layer and a third layer disposed along the opposing second side of the first layer and configured to prevent at least a portion of the plurality of cementitious particles from migrating out of the first layer. The cementitious material includes a plurality of cementitious particles, the first layer and the second layer include flexible materials, and the second layer is coupled to the first layer at the plurality of discrete nodes.

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1. A cementitious composite material for in-situ hydration, the composite comprising: a nonwoven first layer, the nonwoven first layer having a first side and an opposing second side, wherein the nonwoven first layer forms a plurality of discrete nodes spaced relative to one another along a first di

1. A cementitious composite material for in-situ hydration, the composite comprising: a nonwoven first layer, the nonwoven first layer having a first side and an opposing second side, wherein the nonwoven first layer forms a plurality of discrete nodes spaced relative to one another along a first direction and a second direction;a cementitious material disposed within the nonwoven first layer, wherein the cementitious material includes a plurality of cementitious particles;a second layer disposed along the first side of the nonwoven first layer; anda third layer disposed along the opposing second side of the nonwoven first layer and configured to prevent at least a portion of the plurality of cementitious particles from migrating out of the nonwoven first layer,wherein the nonwoven first layer and the second layer comprise flexible materials and the second layer is coupled to the nonwoven first layer at the plurality of discrete nodes. 2. The composite of claim 1, wherein the volume within the nonwoven first layer defines an open space. 3. The composite of claim 2, wherein the open space defines between 80.0 percent and 99.8 percent by volume of the nonwoven first layer. 4. The composite of claim 3, wherein the open space defines between 95.0 percent and 99.8 percent by volume of the nonwoven first layer. 5. The composite of claim 1, wherein the nonwoven first layer defines a pattern of projections and a pattern of depressions. 6. The composite of claim 5, wherein at least some of the pattern of projections define a plurality of interstices that contain at least a portion of the cementitious material, and wherein at least some of the pattern of depressions define the plurality of discrete nodes. 7. A cementitious composite material for in-situ hydration, the composite comprising: a nonwoven mesh layer defining a plurality of spaces configured to receive particles, the plurality of spaces each having a size of between 0.5 microns and three millimeters, wherein the nonwoven mesh layer forms a plurality of discrete nodes spaced relative to one another along a first direction and a second direction;a cementitious material in a pre-hydration condition disposed within the nonwoven mesh layer and having particles sized to pass through and into the plurality of spaces;a sealing layer disposed along a first side of the nonwoven mesh layer; anda containment layer disposed along an opposing second side of the nonwoven mesh layer and configured to prevent at least some of the cementitious material from migrating out of the nonwoven mesh layer,wherein the nonwoven mesh layer and the sealing layer comprise flexible materials and the sealing layer is coupled to the nonwoven mesh layer at the plurality of discrete nodes. 8. The composite of claim 7, wherein the nonwoven mesh layer has a thickness of between five millimeters and one hundred millimeters. 9. The composite of claim 7, wherein the sealing layer is integrally formed with the nonwoven mesh layer. 10. The composite of claim 7, wherein the sealing layer is coupled to the nonwoven mesh layer. 11. The composite of claim 7, wherein an exposed portion of the nonwoven mesh layer protrudes from the cementitious material, and wherein the containment layer is coupled to the exposed portion of the nonwoven mesh layer. 12. The composite of claim 11, wherein the containment layer is at least one of adhesively secured, heat welded, and melted to the exposed portion of the nonwoven mesh layer. 13. The composite of claim 7, wherein the containment layer is water permeable and comprises a sheet having apertures sized to facilitate a flow of an applied hydration water therethrough while preventing more than 10% by weight of the cementitious material from migrating therethrough prior to in-situ hydration. 14. The composite of claim 13, wherein the sealing layer comprises a sheet of a flexible material having a surface configured to retain the cementitious material and the applied hydration water. 15. The composite of claim 14, wherein the containment layer comprises at least one of a biodegradable material and a water soluble material. 16. The composite of claim 14, wherein the containment layer is releasably coupled to the nonwoven mesh layer thereby facilitating post-installation removal of the containment layer.