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dc.contributor.authorStiles, Victoria H.
dc.contributor.authorGuisasola, IN
dc.contributor.authorJames, IT
dc.contributor.authorDixon, Sharon J.
dc.date.accessioned2013-05-23T13:10:41Z
dc.date.issued2011-02-01
dc.description.abstractIntegrated biomechanical and engineering assessments were used to determine how humans responded to variations in turf during running and turning. Ground reaction force (AMTI, 960 Hz) and kinematic data (Vicon Peak Motus, 120 Hz) were collected from eight participants during running (3.83 m/s) and turning (10 trials per condition) on three natural turf surfaces in the laboratory. Surface hardness (Clegg hammer) and shear strength (cruciform shear vane) were measured before and after participant testing. Peak loading rate during running was significantly higher (p < .05) on the least hard surface (sandy; 101.48 BW/s ± 23.3) compared with clay (84.67 BW/s ± 22.9). There were no significant differences in running kinematics. Compared with the “medium” condition, fifth MTP impact velocities during turning were significantly (RM-ANOVA, p < .05) lower on clay (resultant: 2.30 m/s [± 0.68] compared with 2.64 m/s [± 0.70]), which was significantly (p < .05) harder “after” and had the greatest shear strength both “before” and “after” participant testing. This unique finding suggests that further study of foot impact velocities are important to increase understanding of overuse injury mechanisms.en_GB
dc.identifier.citationVol. 27, Issue 1, pp. 54 - 63en_GB
dc.identifier.doi10.1123/jab.27.1.54
dc.identifier.urihttp://hdl.handle.net/10871/9607
dc.language.isoenen_GB
dc.publisherHuman Kineticsen_GB
dc.relation.urlhttp://www.ncbi.nlm.nih.gov/pubmed/21451183en_GB
dc.subjectground reaction forceen_GB
dc.subjectkinematicsen_GB
dc.subjectsports surfacesen_GB
dc.titleBiomechanical Response to Changes in Natural Turf during Running and Turningen_GB
dc.typeArticleen_GB
dc.date.available2013-05-23T13:10:41Z
dc.description© Human Kinetics Inc, 2011en_GB
dc.identifier.journalJournal of Applied Biomechanicsen_GB


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