2016
DOI: 10.1016/j.conbuildmat.2015.12.007
|View full text |Cite
|
Sign up to set email alerts
|

The mechanical and physical properties of compressed earth block stabilized with lime and filled with untreated and alkali-treated date palm fibers

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

10
67
0
2

Year Published

2016
2016
2024
2024

Publication Types

Select...
5
5

Relationship

0
10

Authors

Journals

citations
Cited by 134 publications
(79 citation statements)
references
References 35 publications
10
67
0
2
Order By: Relevance
“…e flexural strength and compressive strength of alkali-modified MQ6 are the highest at both early and late stages and much higher than those of other modified fibers. is result agrees with Taallah and Guettala's studies [40]. e 7-day flexural strength and compressive strength of MQ6 are 1.40 MPa and 2.64 MPa, the 28-day flexural and compressive strengths are 1.87 MPa and 3.90 MPa, and the 56-day flexural and compressive strengths are 2.43 MPa and 5.31 MPa, respectively.…”
Section: Effect Of Modification Methods On Strength Of Wsfccsupporting
confidence: 91%
“…e flexural strength and compressive strength of alkali-modified MQ6 are the highest at both early and late stages and much higher than those of other modified fibers. is result agrees with Taallah and Guettala's studies [40]. e 7-day flexural strength and compressive strength of MQ6 are 1.40 MPa and 2.64 MPa, the 28-day flexural and compressive strengths are 1.87 MPa and 3.90 MPa, and the 56-day flexural and compressive strengths are 2.43 MPa and 5.31 MPa, respectively.…”
Section: Effect Of Modification Methods On Strength Of Wsfccsupporting
confidence: 91%
“…Similarly, there is a slight increase in porosity (Table 5). These observations are in agreement with t he results obtained by some authors who explained this decrease in density with an increase in the fiber content by a decrease in homogeneity, an improvement in the bonds and an increase in the porosity of the materials (Taallah, B., and Guettala, A., 2016). For others, it would be related to the low density of the fibers relative to the cement, which would lead to an increase in the volume of the compacted mixture thus inducing the reduction of the weight and the density of the materials (Ashour, T., Korjenic, A., and Korjenic, S., 2015).…”
Section: Physical Properties Of Ceb Stabilized With Cement and Shea Bsupporting
confidence: 93%
“…To master this practice, we propose a mineralogical and chemical characterization of the earth used based on analysis and mechanical tests [1,2,3] and an evaluation of the mechanical characteristics of the earth mortar in two dry and wet cases [4,5,6,15]. We worked with the cement-stabilized earth mortar to determine its mechanical characteristics by simple compression tests on cylindrical specimens in both cases and by the capillary absorption ties to determine the water absorption coefficient [6,19]. This study also determines the area interval of the technico-economic optimum (OTE) [4,20].…”
Section: Introductionmentioning
confidence: 99%