Effect of fiber reinforcement on triaxial shear behavior of cement treated sand

Conventional triaxial compression tests were conducted to determine the effect of cement and polypropylene fiber reinforcement on sand. The cement content was 3% (dry wt.) of the sand and specimens were cured for seven days. Fibers 0.012 m in length and 23 μm thick were added at 0.0%, 0.5% and 1% (d...

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Bibliographic Details
Published in:	Geotextiles and geomembranes Vol. 36; pp. 1 - 9
Main Authors:	Hamidi, Amir, Hooresfand, Mahdi
Format:	Journal Article
Language:	English
Published:	Elsevier Ltd 01-02-2013
Subjects:	Cement reinforcements Cemented sand Density Drying Energy absorption Fiber reinforcement Fibers Relative density Sand Shear strength Soil (material) Triaxial test Cemented sand Triaxial test Relative density Fiber reinforcement
Online Access:	Get full text
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