Laboratory Study on Shear Strength Behaviour of Reinforced Sandy Soil: Effect of Glass-Fibre Content and Other Parameters

2015 ◽  
Vol 41 (4) ◽  
pp. 1343-1353 ◽  
Author(s):  
Ismail Benessalah ◽  
Ahmed Arab ◽  
Pascal Villard ◽  
Marwan Sadek ◽  
Abdelkader Kadri
Keyword(s):  
Shear Strength ◽  
Sandy Soil ◽  
Laboratory Study ◽  
Glass Fibre ◽  
Fibre Content

A laboratory study of shear strength of partially saturated sandy soil

2021 ◽  
pp. 1-10
Author(s):  
Krim Abdallah ◽  
Brahimi Abdelkader ◽  
Arab Ahmed ◽  
Bouri Djamel Eddine ◽  
Sadek Marwan
Keyword(s):  
Shear Strength ◽  
Sandy Soil ◽  
Laboratory Study ◽  
Partially Saturated

Undrained shear strength response under monotonic loading of Chlef (Algeria) sandy soil

2011 ◽  
Vol 6 (3) ◽  
pp. 615-623 ◽  
Author(s):  
Hanifi Missoum ◽  
Mostefa Belkhatir ◽  
Karim Bendani
Keyword(s):  
Shear Strength ◽  
Sandy Soil ◽  
Undrained Shear Strength ◽  
Monotonic Loading ◽  
Undrained Shear

scholarly journals Directional Interlaminar Shear Strength (ILSS) of nano-modified epoxy/unidirectional glass fibre composite

2018 ◽  
Vol 5 (4) ◽  
pp. 603-613
Author(s):  
M. Rajanish ◽  
◽  
N. V. Nanjundaradhya ◽  
Ramesh S. Sharma ◽  
H. K. Shivananda ◽  
...  
Keyword(s):  
Shear Strength ◽  
Glass Fibre ◽  
Fibre Composite ◽  
Interlaminar Shear Strength ◽  
Unidirectional Glass ◽  
Interlaminar Shear ◽  
Modified Epoxy ◽  
Glass Fibre Composite

scholarly journals A Comparison between Interlaminar and In-plane Shear Strength of Unidirectional Glass Fibre-epoxy

1994 ◽  
Vol 3 (2) ◽  
pp. 096369359400300 ◽  
Author(s):  
Michael R. Wisnom ◽  
M. I. Jones
Keyword(s):  
Shear Strength ◽  
Cross Section ◽  
Glass Fibre ◽  
Shear Tests ◽  
Plane Shear ◽  
Short Beam ◽  
Unidirectional Glass ◽  
Beam Shear

Short beam shear tests have been carried out on square cross-section specimens cut from a 32 ply plate. By rotating the beams through 90° both interlaminar and in-plane strength can be measured with identical specimens. The in-plane shear strength was found to be at least 10% higher than the interlaminar strength.

scholarly journals Effect of Using Hybrid Polypropylene and Glass Fibre on the Mechanical Properties and Permeability of Concrete

Materials ◽  
2019 ◽  
Vol 12 (22) ◽  
pp. 3786 ◽  
Author(s):  
Abubaker A. M. Ahmed ◽  
Yanmin Jia
Keyword(s):  
Mechanical Properties ◽  
Reinforced Concrete ◽  
Glass Fibre ◽  
Single Fibre ◽  
Air Permeability ◽  
Fibre Content ◽  
Peak Performance ◽  
Fibre Reinforced Concrete ◽  
Performance Limit ◽  
Hybrid Fibre

A comprehensive program of experiments consisting of compression, uniaxial compression, direct shear, flexural as well as splitting tensile and air permeability tests were performed to analyse the effect of the level of fibre dosage and the water–cement ratio on the physical properties of hybrid fibre-reinforced concrete (HFRC). Two types of fibres were studied in terms of their effect on the properties of HFRC. The results indicated that the mechanical properties of concrete were significantly improved by increasing the fibre content. However, increasing the percentage fibre content past a certain peak performance limit (0.9% glass fibre (GF) and 0.45% polypropylene fibre (PPF)) led to a decrease in strength compared to reference mixes. Additionally, the incorporation of hybrid fibres yielded an increase in air permeability in the tested specimens. The results showed that the strength-related properties of HFRC were superior to the properties of single fibre-reinforced concrete.

New GMT material suitable for various polymers and high glass fibre content

2015 ◽  
Vol 44 (3) ◽  
pp. 117-122 ◽  
Author(s):  
G. Jung ◽  
P. Mitschang ◽  
C. Park
Keyword(s):  
Glass Fibre ◽  
Fibre Content

Shear strength and pore-water pressure characteristics of sandy soil mixed with plastic fine

2012 ◽  
Vol 7 (3) ◽  
pp. 1049-1057 ◽  
Author(s):  
M. Bayat ◽  
E. Bayat ◽  
H. Aminpour ◽  
A. Salarpour
Keyword(s):  
Shear Strength ◽  
Pore Water ◽  
Sandy Soil ◽  
Pore Water Pressure ◽  
Water Pressure ◽  
Pressure Characteristics
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