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