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http://dx.doi.org/10.12791/KSBEC.2015.24.3.187

Uplift Capacity of Shallow Foundation for Greenhouse  

Yun, Sung Wook (Institute of Agriculture & Life Science, Gyeongsang National University)
Choi, Man Kwon (Protected Horticulture Research Institute, NIHHS, RDA)
Lee, Si Young (Dept. of Agricultural Engineering, National Academy of Agricultural Science, RDA)
Kang, Dong Hyeon (Dept. of Agricultural Engineering, National Academy of Agricultural Science, RDA)
Moon, Sung Dong (Dept. of Industrial & Management Eng. Kangwon National University)
Yu, Chan (Dept. of Agricultural Eng., Gyeongsang National Univ(Institute of Agriculture and Life Science))
Yoon, Yong Cheol (Dept. of Agricultural Eng., Gyeongsang National Univ(Institute of Agriculture and Life Science))
Publication Information
Journal of Bio-Environment Control / v.24, no.3, 2015 , pp. 187-195 More about this Journal
Abstract
In this study, a field test of uplift load was carried out using 15 greenhouse foundations fabricated in full scale on a sand soil to examine the uplift capacity of plastic film greenhouse and glasshouse foundations for disasterproof standard. As a result, the maximum uplift capacity of the target greenhouse foundations was shown to be in the range from 11.6kN to 82.4kN according to the differences between the forms and sizes of the foundation. As a result of the examination of the applicability using the field uplift load test result of the theoretical equation proposed for maximum uplift capacity calculation of greenhouse foundations, we found that in general, the conventional theoretical equation for the calculation provided numerical values close to the field test results. However, the soil considered in this study was a sand; thus, in the future, verifying the conventional theoretical equation for the uplift capacity calculation of a cohesive soil would be necessary.
Keywords
disaster-proof standard; field loading test; glasshouse; plastic film;
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Times Cited By KSCI : 2  (Citation Analysis)
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