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GUIDE TO PAVEMENT TECHNOLOGY Part 4L: Stabilising Binders

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Stabilisation may be defined as a process by which the intrinsic properties of a pavement material are altered by the addition of a stabilisation binder to meet performance expectations in its operating, geological and climatic environment. Part 4L of the Guide to Pavement technology describes the types binders most commonly used in the manufacture of stabilised pavement materials either by in situ construction practices or plant-mixed operations. the types of binders described are; lime, cement, cementicious pozzolans, bitumen, chemical and synthetic polymers. information on the selection of the most appropriate binder type and quantity required for stabilization of a particular material may be found in the Austroads Guide to Pavement Technology: part 4D-Stabilised materials.

LOKASI: Lemari Referensi
RF.7

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Ketersediaan

Informasi Detail

Judul Seri

AUSTROADS

No. Panggil

R 625.76 (063) AND g

Penerbit

Sydney : AUSTROADS., 2009

Deskripsi Fisik

ii+21p.: Illus.; 21 x 29 cm

Bahasa

English

ISBN/ISSN

978-1-921551-37-6

Klasifikasi

R 625.76 (063)

Tipe Isi

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Tipe Media

other

Tipe Pembawa

-

Edisi

-

Subjek

PAVEMENTS

Info Detail Spesifik

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Pernyataan Tanggungjawab

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Versi lain/terkait

Lampiran Berkas

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