The invention comprises a method of forming a slab on grade. The method comprises placing a first layer of insulating material horizontally on the ground and placing plastic concrete for a slab on grade on the first layer of insulating material. The plastic concrete is then formed into a desired shape having a top and sides. A second layer of insulating material is placed on the top of the plastic concrete and the first and second layers of insulating material are left in place until the concrete is at least partially cured. The second layer of insulating material is then removed. The product made by the method is also disclosed. A slab on grade is also disclosed.

A cementitious composite material for in-situ hydration includes a mesh layer, a cementitious material, a sealing layer, and a containment layer. The mesh layer has a first side and a second side. The mesh layer includes a plurality of discontinuous fibers arranged in a nonwoven configuration and coupled with one another. The cementitious material is disposed within the mesh layer. The cementitious material includes a plurality of cementitious particles. The sealing layer is disposed along the first side of the mesh layer and coupled to the plurality of discontinuous nonwoven fibers. The containment layer is disposed along the second side of the mesh layer and configured to prevent the plurality of cementitious particles from migrating out of the mesh layer.

The invention comprises a method of forming a slab on grade. The method comprises placing a first layer of insulating material horizontally on the ground and placing plastic concrete for a slab on grade on the first layer of insulating material. The plastic concrete is then formed into a desired shape having a top and sides. A second layer of insulating material is placed on the top of the plastic concrete and the first and second layers of insulating material are left in place until the concrete is at least partially cured. The second layer of insulating material is then removed. The product made by the method is also disclosed. A slab on grade is also disclosed.

Composite and methods are applied to the surface as a highly visible colored pavement treatment. In an embodiment, a highly visible colored pavement treatment comprises an aggregate material, an enhanced visibility material, and wherein the enhanced visibility material is mixed with and blended into the aggregate material to form a composite. In another embodiment, the method of applying the highly visible colored pavement treatment to a surface may comprise applying an adhesive to a target area, applying enhanced visibility material to the target area, and applying an aggregate material to the target area.

A mold for a configuration of a paver block layer, having: a mold outer boundary that defines a rectangular or square shape, and within the mold outer boundary, the mold defines block shaped cavities that include: square block cavities, each having a first cavity area; small block cavities, each having a second cavity area that is smaller than first cavity area; large block cavities, each having a third cavity area that is larger than the first cavity area, wherein block joints are defined by the mold, between adjacent ones of the block cavities, and the block joints define an X-less configurations.

The invention comprises a method of forming a slab on grade. The method comprises placing a first layer of insulating material horizontally on the ground and placing plastic concrete for a slab on grade on the first layer of insulating material. The plastic concrete is then formed into a desired shape having a top and sides. A second layer of insulating material is placed on the top of the plastic concrete and the first and second layers of insulating material are left in place until the concrete is at least partially cured. The second layer of insulating material is then removed. The product made by the method is also disclosed. A slab on grade is also disclosed.

A water generation system for improvement of water shortage environments is provided as a water generation system that is constructed as a surface pavement in a water shortage area and generally includes a sand layer, which is covered with a moisture locking cloth, a grading layer laid on the moisture locking cloth, and a water pervious layer arranged on the grading layer. The water pervious layer includes a plurality of hollow water penetration tubes vertically arranged above the grading layer. The water penetration tubes each have a tubular wall in which through apertures are formed. The water penetration tube has an outer circumference over which a tubular sleeve having an opening facing downward is fit such that an interlayer space is formed between the tubular sleeve and the tubular wall of the water penetration tube.

A water generation system for deserts is provided as a water generation system designed for desert climate areas and constructed in a surface pavement and generally includes a sand layer, which includes a water tank embedded therein and is covered with a moisture locking cloth on which a grading layer is laid. A water resisting cloth is arranged in the grading layer. Hollow water penetration tubes are arranged above the grading layer and have bottoms extending through the water resisting cloth and inserted into the grading layer with pouring and grouting of grout cement thereon to form a water pervious layer. As such, rainwater can be quickly conducted into the sand layer for storage for subsequent uses and air can be conducted into the grading layer to subject to condensation for forming condensed water on an undersurface of the water resisting cloth to achieve a purpose of automatic water generation.

A water generation system for improvement of water shortage environments is provided as a water generation system that is constructed as a surface pavement in a water shortage area and generally includes a sand layer, which is covered with a moisture locking cloth, a grading layer laid on the moisture locking cloth, and a water pervious layer arranged on the grading layer. The water pervious layer includes a plurality of hollow water penetration tubes vertically arranged above the grading layer. The water penetration tubes each have a tubular wall in which through apertures are formed. The water penetration tube has an outer circumference over which a tubular sleeve having an opening facing downward is fit such that an interlayer space is formed between the tubular sleeve and the tubular wall of the water penetration tube.

A cementitious composite for in-situ hydration includes 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 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.sub.w=x.Math.M.sub.c. M.sub.w is the mass of the water per unit area of the cementitious composite. M.sub.c is a mass of the cementitious materials of the cementitious mixture per unit area of the cementitious composite. 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. x is between 0.25 and 0.55.