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Download Sheet Of CalculationAASHTO di http://www.4shared.com/document/lGTXcy06/AASHTO_Indonesia.htmlsni di http://www.4shared.com/document/EkQo2R73/Rigid_Pavement_SNI.html
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RIGID PAVEMENT DESIGN
ACCORDING TO SNI CODE
PD T 14 -2003
Perencanaan Perkerasan Jalan Beton SemenArie Febry F, MT
afebry@teknikunlam.ac.id
Prakata
Kode Perencanaan
AASHTO*
PCA
SNI **
• * Reference Code
• ** Indonesia Code
Basic Concept of Design
Behavior of a pavement is defined as the immediate response of a pavement to a load. Rigid pavements respond to a wheel load as a very stiff material (concrete) over much softer materials (subbase and subgrade). The rigid pavement develops significant bending moments and uses these bending moments to act as a beam to spread the wheel load over a large area of the subbase and subgrade. (state.tx.us)
SNI T14-2003
SNI T14-2003
Reference SNI T14-2003
Metode Perencanaan
Konsep Perencanaan
Konsep Perencanaan
Konsep Perencanaan
Konsep Perencanaan
Persyaratan Teknis
Persyaratan Teknis
Persyaratan Teknis
Persyaratan Teknis
Persyaratan Teknis
Persyaratan Teknis
Persyaratan Teknis
Flowchart
Langkah Kerja
Konsep Penulangan
Konsep Penulangan
Konsep Penulangan
Konsep Penulangan
Lapis Tambahan
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