Abstract: In an embodiment, recommending mobility solutions includes receiving a set of geospatial data corresponding to a geographic location, and generating a set of geospatial clusters based on the geographic location and the set of geospatial data, wherein each geospatial cluster of the set of geospatial clusters has a set of mobility solutions and a set of geographic regions. The method also includes receiving a set of profiling data corresponding to a set of users in each geospatial cluster, and generating a set of profile sub-clusters corresponding to each geographic region based on the set of profiling data. The method further includes identifying a set of met needs and a set of unmet needs of the set of users in each profile sub-cluster, and generating a mobility solution recommendation associated with a set of unmet needs of a set of users in a profile sub-cluster of a geospatial cluster.

Abstract: Disclosed herein are systems and methods for using computer vision for parafoil flight control. According to an aspect, a method includes capturing an image of a parafoil including multiple indicator points distributed thereon. The method further includes determining positioning of the indicator points based on the captured image. The method further includes determining a condition of the parafoil based on the positioning of the indicator points. The method further includes controlling flight inputs based on the condition of the parafoil.

Abstract: The present disclosure describes a self-consolidating concrete (SCC) mixture having a compressive strength of at least 25 MPa at 28 days of age. In accordance with one embodiment, there is provided an SCC mixture, comprising: a mixture of coarse aggregate (CA), fine aggregate (FA), very fine aggregate (VFA), cementitious materials including Portland cement or Portland limestone cement, an ASTM C494 Type F polycarboxylate ether high range water reducer, and water, wherein the VFA has a particle size distribution in which 95% to 100% passes a 2.5 mm sieve and in which 20% to 100% passes a 75 ?m sieve.

Abstract: The present disclosure describes a self-consolidating concrete (SCC) mixture having a compressive strength of at least 25 MPa at 28 days of age. In accordance with one embodiment, there is provided an SCC mixture, comprising: a mixture of coarse aggregate (CA), fine aggregate (FA), very fine aggregate (VFA), Portland cement or Portland limestone cement, an ASTM C494 Type F polycarboxylate ether high range water reducer, and water, wherein the VFA has a particle size distribution in which 95% to 100% passes a 2.5 mm sieve and in which 20% to 100% passes a 75 ?m sieve.