Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus-Reference-Cited by-同舟云学术

Evaluation of Interface Shear Strength Properties of Geogrid-Reinforced Construction and Demolition Materials Using a Modified Large-Scale Direct Shear Testing Apparatus

Published:2014-05 Issue:5 Volume:26 Page:974-982
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Arulrajah A.¹,Rahman M. A.²,Piratheepan J.³,Bo M. W.⁴,Imteaz M. A.⁵

Affiliation:

1. Associate Professor, Faculty of Engineering and Industrial Sciences, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia (corresponding author).

2. Ph.D. Student, Faculty of Engineering and Industrial Sciences, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia.

3. Lecturer, Faculty of Engineering and Industrial Sciences, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia.

4. Senior Principal/Director, DST Consulting Engineers Inc., Thunder Bay, ON, Canada P7B 5V5.

5. Senior Lecturer, Faculty of Engineering and Industrial Sciences, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000897

Reference53 articles.

1. Crushed brick blends with crushed rock for pavement systems

2. Effect of Soil Moisture Content and Dry Density on Cohesive Soil–Geosynthetic Interactions Using Large Direct Shear Tests

3. Soil-Geogrid Reinforcement Interaction by Pullout and Direct Shear Tests

4. Ali M. M. Y. Arulrajah A. Disfani M. M. and Piratheepan J. (2011). “Suitability of using recycled glass-crushed rock blends for pavement subbase applications.” Conf. Geotechnical and Foundation Design ASCE Dallas TX 1325–1334.

5. Behaviour of geosynthetic-encased granular columns in porous collapsible soil

Cited by 102 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Unveiling the reinforcement benefits of innovative textured geogrids;Geotextiles and Geomembranes;2025-02

2. Improving clay-geogrid interaction: Enhancing pullout resistance with recycled concrete aggregate encapsulation;Geotextiles and Geomembranes;2024-12

3. A review on sustainable use of recycled construction and demolition waste aggregates in pavement base and subbase layers;Cleaner Materials;2024-09

4. An investigation into the effects of lime-stabilization on soil-geosynthetic interface behavior;GEOMECH ENG;2024

5. Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance;Geotextiles and Geomembranes;2024-08