Mechanical Properties of Reinforcement Construction Waste in Base Cource

Abstract:

Waste concrete, broken bricks, mortar were very good renewable resources. 6 mix proportions were designed with construction waste after sieved and broken, and fiber was added to increase its crack-resistance. It was examined that the mechanics indexes of the cement stable construction waste mixture would change under different aggregates combination and different the proportion by experiment. it was found that the mechanical characteristics and functions varied because of various aggregates, and the regular pattern was also found different aggregates combination and different proportion influence mechanical characteristics of cement stabilized construction waste mixture.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 1053-1057
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.1053
• Online since: May 2011
• Authors: Tie Zhi Zhang, Li Jiu Wang, Dan Sun
• Keywords: Elastic Modulus, Maximum Dry Density, Mix Proportion, Optimum Moisture, Splitting Strength, Unconfined Compressive Strength (UCS)

References

[1] Zijiang Yang: journal of city's problem. 2003, 4: 60-63. In Chinese.

[2] Pault. Anastas, Julie B.Zimmerman: Environmental Science & Technoloy/ March 1, 2003:95-101.

[3] LiJiu Wang, Hui Liu:Highway and trucks. 2008,2:115-117.

[4] ZhiXiong Yao: technology research fujian technology for transportation. 2010,2. In Chinese.

[5] LeiHua Yang, Hongqi Lie,tc:journal of industrial architecture.2006, 36（1）: 34-39. In Chinese.

[6] Daning Zhang, Tiezhi Zhang, Qingrong Yu. :journal of subgrade engineering.2010,8（4）. In Chinese.

[7] JTJ034-2000 Highway pavement construction technology standard. Beijing: people's traffic press. 2000,6-27. In Chinese.

[8] JTJ 057-94 The highway engineering inorganic material stability testing material combination rules. Beijing.1994,12-1 .In Chinese.