Niroumand, Hamed and Kassim, Khairul Anuar and Nazir, Ramli and Faizi, Koohyar (2012) Experimental behavior of circular anchor plates under uplift test in cohesive soils. Electronic Journal of Geotechnical Engineering, 17 HR . pp. 1-8. ISSN 1089-3032
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Abstract
The research incorporates a survey of the relevant to the prediction of the circular anchor plates performance in the experimental study which includes the experimental works of quantifying uplift capacity and influence of embedment ratio during tests. This paper investigated experimentally the behavior of anchor plates buried and developed analytical expressions to estimate the uplift capacity of circular anchor plates in cohesive soils. The paper observed that the ultimate uplift capacity is dependent on the relative strength of the cohesive soil layer, undrained or drained cohesion conditions and the depth ratio of embedment.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | Geotechnical engineering |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering |
| ID Code: | 46955 |
| Deposited By: | Haliza Zainal |
| Deposited On: | 22 Jun 2015 05:56 |
| Last Modified: | 27 Sep 2017 04:34 |
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