Single-Stage Pumping of Concrete up to 2.432 km (1.51 miles): Admixture, Mixture, and Full-Scale Trials-Reference-Cited by-同舟云学术

Single-Stage Pumping of Concrete up to 2.432 km (1.51 miles): Admixture, Mixture, and Full-Scale Trials

Published:2016-11 Issue:11 Volume:28 Page:05016002
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hazaree Chetan V.¹,Mahadevan Viswanath²

Affiliation:

1. DGM, Research and Development, Hindustan Construction Co. Ltd., 247 Park, Hincon House, LBS Rd., Vikhroli (W), Mumbai, Maharashtra 400 083, India (corresponding author).

2. Head (Technical, South Asia), BASF’s Construction Chemicals Division, C-406/407 MIDC, Thane-Belapur Rd., Turbhe, Navi Mumbai, Maharashtra 400 613, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001446

Reference42 articles.

1. ASTM. (2005). “Standard test method for slump flow of self-consolidating concrete.” ASTM C1611 West Conshohocken PA.

2. ASTM. (2008). “Standard test method for time of setting of concrete mixtures by penetration resistance.” ASTM C403 West Conshohocken PA.

3. ASTM. (2012a). “Standard specification for portland cement.” ASTM C150 West Conshohocken PA.

4. ASTM. (2012b). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618 West Conshohocken PA.

5. ASTM. (2013a). “Standard specification for chemical admixture for concrete.” ASTM C494 West Conshohocken PA.

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