Flexural Behavior of High Strength Self-Compacted Concrete Slabs Containing Treated and Untreated Geogrid Reinforcement

Fibers

Mohammed Arab¹  Hassan Hassan²  AbdEl-Rahman Fares³ 

[1] Civil Engineering Department, Faculty of Engineering, Beni-Suef University, Beni-Suef 62511, Egypt;Civil Engineering Department, Faculty of Engineering, Port Said University, Port Said 42511, Egypt;Civil Engineering Department, Faculty of Engineering, Sinai University, El Arish 45511, Egypt;

关键词: geogrid;    geogrid reinforced concrete;    flexural behavior;    number of layers;    crack pattern;    absorbed energy;   

DOI  :  10.3390/fib8040023

来源: DOAJ

【 摘 要 】

Geogrid is as one of the component materials classified under the geosynthetics used for soil stabilizing and reinforcement. Due to its higher strength-to-weight ratio, ease of handling, and comparatively low costs, geogrid has been gradually explored for possible use in concrete reinforcement. This research aims to assess the feasibility of using geogrids as a possible reinforcement for high-strength self-compacted concrete slabs to provide additional tensile strength and ductility. To enhance the bond between geogrid layers and the cement matrix, two types of geogrid surface modification methods are introduced. Gluing sand to the geogrid surface as a physical surface modification method and immersion in polycarboxylate as a chemical surface modification method are investigated. The effect of geogrid type (uniaxial, biaxial and triaxial) and the number of layers is also introduced. The test results show that the chemical treatment increased the ultimate flexural loading capacity of the tested slab by about 8.5% for one geogrid layer and 13% for two geogrid layers compared to untreated specimens. This work was extended to add two geogrid layers in addition to the slab’s steel reinforcement. The results show that adding geogrid decreased the ultimate flexural loading capacity but significantly increased the slab ductility.

【 授权许可】

Unknown