| |
DOI: | 10.1007/s12283-010-0036-1 |
Web URL(s): | https://link.springer.com/article/10.1007/s12283-010-0036-1/fulltext.html Last checked: 10/05/2017 Access conditions: Item is within a limited-access website https://link.springer.com/content/pdf/10.1007%2Fs12283-010-0036-1 Last checked: 10/05/2017 Requires: PDF Reader Access conditions: Item is within a limited-access website |
Publication Type:
| Report |
Author(s): | Guisasola, Igor;
James, Iain;
Stiles, Victoria;
Dixon, Sharon |
Author Affiliation: | Guisasola and James: Centre for Sports Surface Technology, School of Applied Sciences, Cranfield University; Stiles and Dixon: School of Sport and Health Sciences, University of Exeter |
Title: | Dynamic behaviour of soils used for natural turf sports surfaces |
Source: | Sports Engineering. Vol. 12, No. 3, May 2010, p. 111-122. |
Publishing Information: | [Oxford, England]: Blackwell Science |
# of Pages: | 12 |
Related Web URL: | https://link.springer.com/article/10.1007%2Fs12283-010-0036-1 Last checked: 10/05/2017 Notes: Abstract only |
Keywords: | TIC Keywords: Compaction; Loam soils; Sandy soils; Soil testing; Surface hardness; Traffic simulators
|
Abstract/Contents: | "The modulus and damping properties of soils in compression are a function of soil type, water content, stress history and loading rate. To model humansurface interaction with natural turf sports surfaces, stiffness and damping properties must be determined at dynamic loading rates. Two contrasting soil types, a Sand and a Clay Loam, commonly used in sports surfaces were loaded uniaxially to 2 kN at loading rates between 0.6 and 6 kN s-1 in modified dynamic soil testing apparatus. Soils were compacted prior to loading but initial cycles resulted in viscoplastic deformation, with strain accumulation with repeated cycles of loading. Ultimately a resilient, viscoelastic steady-state equilibrium with loading was established. Resilient modulus and damping ratio varied with soil type, water content, stress history and increased significantly with loading rate. The resilient modulus of the Sand soil, typical of modern free-draining sand construction natural turf sports surfaces, was significantly greater than that of a Clay Loam soil more characteristic of traditional natural turf surfaces; reducing water content caused an increase in modulus and a decrease in damping ratio in the Clay Loam soil. Determination of these properties provides initial data for the modelling natural turf surface behaviour in terms of both ball and human interactions, with further research required to determine the effect of both grass roots and leaves on mechanical behaviour." |
Language: | English |
References: | 42 |
Note: | Pictures, b/w Tables Graphs |
| ASA/CSSA/SSSA Citation (Crop Science-Like - may be incomplete): Guisasola, I., I. James, V. Stiles, and S. Dixon. 2010. Dynamic behaviour of soils used for natural turf sports surfaces. Sports Engineering. 12(3):p. 111-122. |
| Fastlink to access this record outside TGIF: https://tic.msu.edu/tgif/flink?recno=237903 |
| If there are problems with this record, send us feedback about record 237903. |
| Choices for finding the above item: |
| DOI: 10.1007/s12283-010-0036-1 |
| Web URL(s): https://link.springer.com/article/10.1007/s12283-010-0036-1/fulltext.html Last checked: 10/05/2017 Access conditions: Item is within a limited-access website https://link.springer.com/content/pdf/10.1007%2Fs12283-010-0036-1 Last checked: 10/05/2017 Requires: PDF Reader Access conditions: Item is within a limited-access website |
| MSU catalog number: b7245814 |
| Find from within TIC: Digitally in TIC by record number. |
| Request through your local library's inter-library loan service (bring or send a copy of this TGIF record) |