Pervious concrete fill in Pearl-Chain Bridges: Using small-scale results in full-scale implementation-Reference-Cited by-同舟云学术

Pervious concrete fill in Pearl-Chain Bridges: Using small-scale results in full-scale implementation

Published:2016-03 Issue: Volume:106 Page:404-414
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Lund M.S.M.,Hansen K.K.,Truelsen R.,Johansen L.

Funder

Innovation Fund Denmark

Publisher

Elsevier BV

Subject

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

Reference22 articles.

1. Precast Pearl-Chain concrete arch bridges;Halding;J. Eng. Struct.,2015

2. P.S. Halding, K.D. Hertz, N.E.V. Petersen, B. Kennedy, Assembly and lifting of Pearl-Chain arches, in: Proceedings of fib Symposium, 18–20 May 2015, Copenhagen, 2015, pp. 185–186.

3. DS Standard 1991-2, Eurocode 1: Actions on structures – Part 2: Traffic loads on bridges, Danish Standards, Denmark, 2003.

4. DS Standard 1991-2 DK NA, Annex A (Normative) Load models for classification and evaluation of load carrying capacity, Danish Standards, Denmark (In Danish), 2003.

5. Mix design development for pervious concrete in cold weather climates;Schaefer,2006

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2. Self-Compacting Pervious Concrete Mix Design for Permeable Concrete Soakaway Rings;Advances in Civil Engineering Materials;2018-07-01

3. Comparison between the falling head and the constant head permeability tests to assess the permeability coefficient of sustainable Pervious Concretes;Case Studies in Construction Materials;2017-12

4. Frost susceptibility of sub-base gravel used in Pearl-Chain Bridges: an experimental investigation;International Journal of Pavement Engineering;2016-10-11

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