e-journal

Effect of Specimen Size on the Tensile Strength Behavior of the Plastic Waste Fiber Reinforced Soil - Lime - Rice Husk Ash Mixtures

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Abstract: Improvement of tensile strength in fiber reinforced soil is an important research topic. A study has been undertaken to investigate the strength of stabilized clay-soil reinforced with randomly distributed discr·ete plastic waste fibers by carrying out split tensile strength test. In this study, the clay soil was stabilized with lime and rice husk ash mixtm·es. The main pm-pose of this research is to investigate the effect of specimen size to the tensile strength behavior. Testing procedm·e was formulated using extended ASTM C496 standard. The laboratory investigation results showed that split-tensile strength of reinforced specimens increased with increase in size. The limitations of the dataset indicate that specimen size of 70 mm in diameter is the threshold to produce reasonable representative strengths.

Keywords: Specimen size, split-tensile strength, lime-rice husk ash, fiber wastes, soil
reinforcement.

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Ketersediaan

Tidak ada salinan data

Informasi Detail

Judul Seri

Civil Engineering Dimension

No. Panggil

-

Penerbit

: ., 2011

Deskripsi Fisik

Civil Engineering Dimension, Vol. 13, No. 2, September 2011, 82-89

Bahasa

English

ISBN/ISSN

14109530

Klasifikasi

-

Tipe Isi

-

Tipe Media

-

Tipe Pembawa

-

Edisi

-

Subjek

TEKNIK SIPIL

Info Detail Spesifik

-

Pernyataan Tanggungjawab

mutia/hasnidar

Versi lain/terkait

Lampiran Berkas

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