2019
DOI: 10.1089/ees.2018.0465
|View full text |Cite
|
Sign up to set email alerts
|

Properties of Hardened Mortars Containing Crushed Waste Oyster Shells

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

2
20
0

Year Published

2021
2021
2023
2023

Publication Types

Select...
8

Relationship

2
6

Authors

Journals

citations
Cited by 17 publications
(22 citation statements)
references
References 24 publications
2
20
0
Order By: Relevance
“…WOS-F and WOS-M showed reductions of initial slump flow of 17.14% and 9.28% compared to WOS-C. The initial slump flow of the mortar was found to increase with the increase in the particle size of aggregate, which is consistent with the existing research conclusions [26]. The drop of initial slump flow caused by using WOS with a smaller particle size is mainly due to the larger antiparticle friction resulting from the more irregular surface and larger specific surface area of the particle.…”
Section: Stress-strain Curvessupporting
confidence: 90%
“…WOS-F and WOS-M showed reductions of initial slump flow of 17.14% and 9.28% compared to WOS-C. The initial slump flow of the mortar was found to increase with the increase in the particle size of aggregate, which is consistent with the existing research conclusions [26]. The drop of initial slump flow caused by using WOS with a smaller particle size is mainly due to the larger antiparticle friction resulting from the more irregular surface and larger specific surface area of the particle.…”
Section: Stress-strain Curvessupporting
confidence: 90%
“…The flexural and compressive strengths of mortar mixtures with and without oyster shell powder are greater than 5 and 17.2 MPa, respectively, meeting the engineering requirements of cementitious materials. The replacement of river sand with oyster shell powder up to 30% is viable from the environmental and economic viewpoints 34 …”
Section: Constructionmentioning
confidence: 99%
“…The replacement of river sand with oyster shell powder up to 30% is viable from the environmental and economic viewpoints. 34 Zhang et al 35 explored the partial or full replacement of natural coarse aggregates with discarded snail shells to prepare foamed concrete. The unit density of fresh concrete decreased significantly from 2440 to 1602 kg/m 3 as the shell replacement amount increased due to the smooth geometry of the shell particles.…”
Section: Soil Amendmentmentioning
confidence: 99%
“…Cost-efficiency is an important indicator to evaluate the sustainability of the concrete material. The unit prices of raw materials were obtained from former research [5], which did not include the transportation, handling, placement, and quality control costs. The results of the cost-efficiency of different concrete mixtures are shown in Table 5.…”
Section: Cost-efficiencymentioning
confidence: 99%
“…At the same time, most studies about the WOS mortar or concrete only used the crushed WOS as part of the aggregates instead of using it as 100% fine aggregates [5,6].…”
Section: Introductionmentioning
confidence: 99%