Puri, Anas (2017) Differentiation of Displacement Factor for Stiff and Soft Clay in Additional Modulus of Subgrade Reaction of Nailed-slab Pavement System. In: The Second International Conference on the Future of ASEAN, 15-16 Agustus 2017, Universiti Teknologi MARA Perlis.
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Abstract
Displacement factor was proposed to use in calculation of additional modulus of subgrade reaction. The moduli is used in designing the Nailed-slab Pavement System. A curve of displacement factor was proposed by Puri (2017) for soft clay and the inverse one was recomended by Hardiyatmo (2011b) for stiff clay. This paper is aimed to develop displacement factor for stiff clay based on Hardiyatmo data and compared to Puri’s curve. Results show that there is no significant differentaition of displacement factor between both clay consistencies. It can be concluded that the curve of dispalcement factor for soft clay from Puri’s curve can be used for stiff clay.
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Uncontrolled Keywords: | rigid pavement, Nailed-slab System, subgrade, displacement factor, clay |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | > Teknik Sipil |
| Depositing User: | Mia |
| Date Deposited: | 03 Jun 2021 05:46 |
| Last Modified: | 13 Sep 2022 02:55 |
| URI: | http://repository.uir.ac.id/id/eprint/2604 |
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