New approach to proportion pervious concrete-Reference-Cited by-同舟云学术

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New approach to proportion pervious concrete

Published:2014-07 Issue: Volume:62 Page:38-46
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Yahia Ammar,Kabagire K. Daddy

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Guide for selecting proportions for no-slump concrete;ACI Commitee 211,2002

2. Report on pervious concrete;ACI Commitee 522,2010

3. Effect of aggregate size and gradation on pervious concrete mixtures;Andrew;ACI Mater J,2010

4. ASTM C150 “Standard Specification for Portland Cement”;ASTM C150,2012

5. Standard test method for bulk density (“Unit Weight”) and voids in aggregate;ASTM C29,2009

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1. A Prediction Model for the Unconfined Compressive Strength of Pervious Concrete Based on Mix Design and Compaction Energy Variables Using the Response Surface Methodology;Buildings;2024-09-09

2. 3D finite element modeling of fiber-reinforced pervious concrete with novel artificial intelligence supported image processing method;Journal of Building Engineering;2024-09

3. Alkali-Activated Slag as Sustainable Binder for Pervious Concrete and Structural Plaster: A Feasibility Study;Materials;2024-08-17

4. Performance Analysis Relevant to Primary Design Parameters of Pervious Concrete: A Critical Review;Transportation Research Record: Journal of the Transportation Research Board;2024-08-05

5. Model tests on the bearing capacity of pervious concrete piles in silt and sand;GEOMECH ENG;2024

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