The Design And Properties Of Split Mastic Asphalt Modified With Crumb Rubber
Penulis Utama
:
Ahmed Alhashmi Salam Abuseta
NIM / NIP
:
S941302031
×Stone Mastic Asphalt (SMA), originated from Germany in the 1970s, has superior
properties for heavily trafficked roads and industrial applications. Modification of
split mastic asphalt with crumb rubber makes asphalt more temperature stable. The
objectives of this research are: To formulate optimum design split mastic asphalt
modified with crumb rubber mixture, to get the best composition of stone mastic
asphalt modified with crumb rubber for rut and fracture resistance, to assess the
physical characteristics of split mastic asphalt modified with crumb rubber and
compare with unmodified SMA. Stone mastic asphalt was modified with 0%, 2%, 4%
and 6% crumb rubber.
The Marshal properties, unconfined compressive strength (UCS), Indirect Tensile
Strength test (ITS) and Indirect Tensile Strength Modulus (ITSM) were conducted.
The result showed that marshal stability, Marshal Quotient, Voids in Mix (VIM) and
Voids in mineral aggregate (VMA) decrease with increasing crumb rubber modifier.
However, Marshal Flow and Void filled with asphalt (VFWA) increased when crumb
rubber modifier was increased.
All the values of unconfined compressive strength (UCS), Indirect Tensile Strength
test (ITS) and Indirect Tensile Strength Modulus (ITSM) decreased with an increase
in crumb rubber modifier. Therefore, Crumb rubber could be used as aggregate
substitute for flexible stone mastic asphalt at hot and arid region because it is
temperature tolerant and can prevent asphalt cracking.
×
Penulis Utama
:
Ahmed Alhashmi Salam Abuseta
Penulis Tambahan
:
-
NIM / NIP
:
S941302031
Tahun
:
2014
Judul
:
The Design And Properties Of Split Mastic Asphalt Modified With Crumb Rubber
Edisi
:
Imprint
:
Surakarta - Pascasarjana - 2014
Program Studi
:
S-2 Teknik Sipil
Kolasi
:
Sumber
:
UNS-Pascasarjana Prodi. Magister Teknik Sipil-S941302031-2014
Kata Kunci
:
Jenis Dokumen
:
Tesis
ISSN
:
ISBN
:
Link DOI / Jurnal
:
-
Status
:
Public
Pembimbing
:
1. Ir. Ary setyawan M.Se (Eng), Ph.D 2. Dr .Ir Arif Budiarto , M.T.,
Penguji
:
Catatan Umum
:
Fakultas
:
Sekolah Pascasarjana
×
File
:
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