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Figure 1.

Granulometric curve of the sand
Granulometric curve of the sand

Figure 2.

Plastic fibers
Plastic fibers

Figure 3.

Density of different mortars
Density of different mortars

Figure 4.

Consistency of different mortars
Consistency of different mortars

Figure 5.

Compressive strength test
Compressive strength test

Figure 6.

Compressive strength of different mortars
Compressive strength of different mortars

Figure 7.

Flexural tensile strength test
Flexural tensile strength test

Figure 8.

Flexural tensile strength of different mortars
Flexural tensile strength of different mortars

Figure 9.

Absorption coefficient as a function as the substitution rate
Absorption coefficient as a function as the substitution rate

Figure 10.

The capillary absorption coefficients
The capillary absorption coefficients

Figure 11.

Depth of chloride penetration
Depth of chloride penetration

Figure 12.

Weight loss of different mortars stored in H2SO4 solution
Weight loss of different mortars stored in H2SO4 solution

Figure 13.

Weight loss of different mortars stored in HCl solution
Weight loss of different mortars stored in HCl solution

Properties of sand and cement

Designation Sand Cement
Apparent density g/cm3 1.53 2.97
Absolute density g/cm3 2.608 --
Value of bleu methylene % 1 --
Fineness modulus % 1.78 --
Sand equivalent % 93.97 --
Absorption % 2.5 --
Blaine specific surface cm2/g -- 3500
Initial setting time min -- 184
Final setting time min -- 304
CaO % 0.80 66.46
Al2O3% 2.36 5.40
Fe2O3% 1.15 3.92
SiO2% 94.09 21.63
MgO % 0.14 1.29
Na2O % 0.2 0.21
K2O % 0.58 0.57
SO3% 0.01 0.46
Cl-% -- 0.01
CaO free % -- 0.5
MS % -- 2.32
MAF % -- 1.38
LSF% -- 94.18
MH% -- 2.16
C3S % -- 62.18
C2S % -- 15.13
C3A % -- 7.68
C4AF % -- 11.23
PAF % -- 0.30

Constituents of the samples

Designation Cement Dune sand Plastic waste fibers Water
CM (0%) 1V 3V 0 1V
M (5%) 1V 2.85V 0.15V 1V
M (10%) 1V 2.7V 0.3V 1V
M (15%) 1V 2.55V 0.45V 1V
M (20%) 1V 2.4V 0.6V 1V
M (25%) 1V 2.25V 0.75V 1V
M (30%) 1V 2.10V 0.9V 1V
Notation V Volume
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