PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU
In Indonesia, there are many rigid pavement roads that have already been built. The existing method of rigid pavement design generally assumed the subgrade is already in stable condition, so the design of rigid pavement is based on the subgrade bearing capacity values that expressed by CBR (Californ...
| Main Authors: | , |
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| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| _version_ | 1826047799371759616 |
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| author | , ARCHYUDA FARCHAN , Prof. Dr.Ir. Hary Christady Hardiyatmo, M. Eng., DEA. |
| author_facet | , ARCHYUDA FARCHAN , Prof. Dr.Ir. Hary Christady Hardiyatmo, M. Eng., DEA. |
| author_sort | , ARCHYUDA FARCHAN |
| collection | UGM |
| description | In Indonesia, there are many rigid pavement roads that have already been
built. The existing method of rigid pavement design generally assumed the
subgrade is already in stable condition, so the design of rigid pavement is based
on the subgrade bearing capacity values that expressed by CBR (California
Bearing Ratio) or modulus reaction of subgrade. On soft soiled subgrade
condition, this existing method becomes inappropriate if the soft soiled subgrade
experiencing the excessive deformation due to over loading from vehicles. The
impact is pavement slab experienced internal forces that have to be reinforced. In
Nailed Slab System design, reinforcement calculation based on the internal forces
of the slab is needed.
This study ains to design the reinforcement of pavement slab based on
internal forces that worked due to the excessive vibration of soft soiled subgrade.
This study ains to create a relation graphic between maximum moment of the slab
with requirements area of reinforcement to simplify and accelerate the design of
reinforcement. Furthermore, the study conducted to determine the relationship
between slab thickness, concrete quality and reinforcement requirements.
The result showed that between maximum moment of the slab with
requirements area of reinforcement produce a linear relationship. So in
reinforcement design of pavement, the relationship graphic of maximum momen
of the slab and requirements area of reinforcement can be used to facilitate and
speed up the calculation. Furthermore, in the condition of small moment, the
smaller size of slab used, the reinforcement need will be reduced by 25%.
Otherwise, in the condition of high value of moment, the larger the size of slab,
then the reinforcemetn need will be increased by 8%. |
| first_indexed | 2024-03-13T23:16:45Z |
| format | Thesis |
| id | oai:generic.eprints.org:127307 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:16:45Z |
| publishDate | 2014 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1273072016-03-04T07:52:26Z https://repository.ugm.ac.id/127307/ PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU , ARCHYUDA FARCHAN , Prof. Dr.Ir. Hary Christady Hardiyatmo, M. Eng., DEA. ETD In Indonesia, there are many rigid pavement roads that have already been built. The existing method of rigid pavement design generally assumed the subgrade is already in stable condition, so the design of rigid pavement is based on the subgrade bearing capacity values that expressed by CBR (California Bearing Ratio) or modulus reaction of subgrade. On soft soiled subgrade condition, this existing method becomes inappropriate if the soft soiled subgrade experiencing the excessive deformation due to over loading from vehicles. The impact is pavement slab experienced internal forces that have to be reinforced. In Nailed Slab System design, reinforcement calculation based on the internal forces of the slab is needed. This study ains to design the reinforcement of pavement slab based on internal forces that worked due to the excessive vibration of soft soiled subgrade. This study ains to create a relation graphic between maximum moment of the slab with requirements area of reinforcement to simplify and accelerate the design of reinforcement. Furthermore, the study conducted to determine the relationship between slab thickness, concrete quality and reinforcement requirements. The result showed that between maximum moment of the slab with requirements area of reinforcement produce a linear relationship. So in reinforcement design of pavement, the relationship graphic of maximum momen of the slab and requirements area of reinforcement can be used to facilitate and speed up the calculation. Furthermore, in the condition of small moment, the smaller size of slab used, the reinforcement need will be reduced by 25%. Otherwise, in the condition of high value of moment, the larger the size of slab, then the reinforcemetn need will be increased by 8%. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ARCHYUDA FARCHAN and , Prof. Dr.Ir. Hary Christady Hardiyatmo, M. Eng., DEA. (2014) PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=67556 |
| spellingShingle | ETD , ARCHYUDA FARCHAN , Prof. Dr.Ir. Hary Christady Hardiyatmo, M. Eng., DEA. PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title | PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title_full | PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title_fullStr | PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title_full_unstemmed | PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title_short | PERANCANGAN TULANGAN BETON PELAT PERKERASAN JALAN SISTEM PELAT TERPAKU |
| title_sort | perancangan tulangan beton pelat perkerasan jalan sistem pelat terpaku |
| topic | ETD |
| work_keys_str_mv | AT archyudafarchan perancangantulanganbetonpelatperkerasanjalansistempelatterpaku AT profdrirharychristadyhardiyatmomengdea perancangantulanganbetonpelatperkerasanjalansistempelatterpaku |