Scrap-tyre-rubber replacement for aggregate and filler in concrete

By E. Ganjian, M. Khorami, A. Maghsoudi. 2009

853 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Pollution

View Paper: https://www.semanticscholar.org/paper/5499b2fd58b3fe0ae49a6713c324b317236b13ba

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. J. Mills
2. B. Thomas
3. Osama Youssf
4. R. Gupta
5. R. Ranade
6. Mohamed A. ElGawady
7. W. Ni
8. Xiao-yan Huang

In Civil and Structural Engineering

1. J. Mills
2. B. Thomas
3. Osama Youssf
4. R. Gupta
5. R. Ranade
6. Mohamed A. ElGawady
7. W. Ni
8. Xiao-yan Huang

In Pollution

1. R. Ranade
2. G. Ward
3. A. Richardson
4. K. Coventry
5. Jian Yang
6. R. Gupta
7. Khalid Battal Najim
8. Victor C. Li

Citations in the corpus

• On the use of recycled tire rubber to develop low E-modulus ECC for durable concrete repairs (2013, background): “Second, the weak interfacial bond between tire rubber particles and surrounding cement paste allows a crack to easily develop around the tire rubber particles [20].”
• Composites with recycled rubber aggregates: Properties and opportunities in construction (2018, background): “-5 Conventional CR 0.42-2 Polivinil Acetate 0-40 -93.3 Paste cement Fibrous rubber 1.18-2.36 Polivinil Acetate ** *-5.5 Paste cement Fibrous rubber 1.18-4.75 Polivinil Acetate ** *+58 None 0-37 -71 Latex 0-37 -89 NaOH 0-37 -77 None (fly ash) 0-35 -76 None (slag) 0-35 -66 CR 3 None 0-10 -10.6 CR 0.5 ”
• A review of the fresh/hardened properties and applications for plain- (PRC) and self-compacting rubberised concrete (SCRC) (2010, methodology): “This size represents the coarse aggregate (CA) equivalent and has been used as a partial replacement of natural gravel [1].”