浇注式沥青混凝土现状与发展<sup>*</sup>

doi:10.11896/j.issn.1005-023X.2017.09.019

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Abstract For the purpose of further determining the scientific and reasonable performance evaluation indexes of gussasphalt concrete, corresponding standards at home and abroad are combed comprehensively. Technical index requirements and gradation range of different standards are compared and evaluated. A large number of entity engineering and research trends are investigated systematically. The structure layer combination of steel deck pavement, raw materials, technical index requirements and gradation for gussasphalt concrete are determined, which can contributed to the improvement of standards and quality control of gussasphalt concrete. The results show that the combination of 30—35 mm GA-10 and 35—40 mm SMA-10 is recommended as structure layer of steel deck pavement. The combination of SBS modified asphalt and 15%—30%TLA is recommended as base asphalt of GA, with 2% viscosity reducer. The performance index requirements of asphalt-aggregate ratio within 7.9%—8.5%, fluidity within 10—17 s, penetration within 1.4—2.5 mm, penetration increment ≤0.25 mm and tensile strain ≥7 000με are proposed. At the same time, dynamic stability ≥1 000 times/mm is proposed as a reference index. Fatigue performance is tested under controlling strain and results are based on actual measurements.

Key words： road material gussasphalt concrete performance evaluation index requirement

Published: 03 May 2018

CLC number:	U414
	TB332

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	Articles by authors
	WANG Chaohui
	CHEN Qian
	GAO Zhiwei
	JIANG Tingting
	CHEN Jiao

Cite this article:

WANG Chaohui,CHEN Qian,GAO Zhiwei, et al. Review on Status and Development of Gussasphalt Concrete[J]. Materials Reports, 2017, 31(9): 135-145.

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http://www.mater-rep.com/EN/10.11896/j.issn.1005-023X.2017.09.019 OR http://www.mater-rep.com/EN/Y2017/V31/I9/135

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