Compressive behavior of pervious concretes and a quantification of the influence of random pore structure features
By Omkar Deo, N. Neithalath. 2010
260 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Environmental Engineering
View Paper: https://www.semanticscholar.org/paper/66eb50f73a3ba79c811998fee94e44a945d8edca
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Environmental Engineering
Citations in the corpus
- A modified method for the design of pervious concrete mix (2014, methodology): “This value simile to the value founded by Deo and Neithalath [16].”
- Compressive response of pervious concretes proportioned for desired porosities (2011, unknown): “A recent study by the authors [5] has provided information on the general stress–strain behavior of pervious concretes, and developed models to predict the stress–strain response, and the relationships between the parameters of the stress–strain response and the pore structure.”
- Pore structure features of pervious concretes proportioned for desired porosities and their performance prediction (2011, background): “Since the pore structure features of such a random composite material significantly influences the mechanical [7,12] and transport [9,13–15] properties, it is desirable to carry”
- Strength, fracture and fatigue of pervious concrete (2013, unknown): “Research has shown that the major factors that affect pervious concrete strength include the concrete porosity, water-to-cementitious material ratio (w/cm), paste characteristic, and size and volume content of coarse aggregates [5–9].”