journal article·2024-10-23Open access

Experimental Study on the Mechanical Properties of Basalt Fiber Geogrids Reinforced with Cement-Stabilized Macadam

Yu Zhu, Yuan He, Xiaodong Yuan, Jiangping Gao, Zhi Wang

Coatings· Volume 14· Issue 11

Abstract

Cement-stabilized crushed stone is widely used in the construction of high-grade highways because of its good durability and stability. However, cement-stabilized gravel is also easily affected by temperature and humidity, resulting in a reduction in the overall strength and durability of asphalt pavement. In response to this problem, in this study, we lay a single layer of a basalt fiber geogrids in a cement-stabilized gravel base of a test section of the Yan-Chong Expressway. The bonding and friction forces formed between the basalt fiber geogrids and the base as well as the mechanical bite force, play an anti-cracking role. We conducted a comparative experimental study on the mechanical properties of basalt fiber geogrids reinforced or not reinforced with cement-stabilized gravel specimens of different ages. The results showed that (1) the unconfined compressive strength of cement-stabilized gravel was slightly reduced; (2) the splitting strength was somewhat improved; (3) the compressive elastic modulus was slightly reduced; (4) the flexural and tensile strengths were significantly increased. An improvement in the crack resistance in semi-rigid base materials can improve the service life of high-grade asphalt pavements.
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Research context

OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Microbial Applications in Construction Materials · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Yanchong Branch, Hebei Expressway Group Co., Ltd., Zhangjiakou 075000, China

Key Laboratory of Highway Engineering in Special Areas, Chang’an University, Ministry of Education, Xi’an 710064, China

Funding

Hebei Provincial Department of Transportation

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