Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials
Abstract
:1. Introduction
2. Materials Used
2.1. Dune Sand
2.2. Volcanic Ash (VA)
2.3. Hydrated Lime
2.4. Water
3. Experimental Program and Methodology
3.1. Physical and Engineering Properties Testing Program
3.2. Spectroscopy and Microscopy Testing Program
3.2.1. Raman Spectroscopy
3.2.2. Laser Scanning Microscopy
4. Results and Discussion
4.1. Raman Spectroscopy
4.2. Laser Scanning Microscopy
4.3. Unconfined Compressive Strength (UCS)
4.4. Young’s Modulus (Es)
4.5. California Bearing Ratio (CBR)
4.6. Practical Relationships among UCS, Es, and CBR Value of the Treated Dune Sand
5. Conclusions
- The Raman spectroscopy analysis of the samples having hydrated lime and volcanic ash with lime to blend ratio of 0.55 (VA = 6% and L = 5%) showed better Raman peaks as compared to all other samples. The high Raman peaks demonstrated high pozzolanic reactivity between lime and volcanic ash and ultimately formed a large number of reaction products for better strength properties;
- Laser scanning microscopy (LSM) results showed that dune sand treated with hydrated lime and volcanic ash with lime to a blend ratio of 0.55 were more compacted and had better binding properties than other mixtures. High pozzolanic reactivity of both lime and volcanic ash resulted in the formation of reactive compounds which improved the adhesion between the sand particles and are ultimately responsible for the compact packing of sand particles;
- The UCS and CBR value of the treated dune sand increased with the increase in the percentages of volcanic ash and lime content. The maximum value of strength was observed at a lime-to-blend ratio of 0.55. The UCS and CBR results are consistent with the results observed from Raman and laser microscopic tests for a lime-to-blend ratio of 0.55;
- As the percentage of the added volcanic ash increased, the Es of the treated dune sand increased with the increase in lime content. Interestingly, using just 2% of lime and 1% of volcanic ash, the Es increased significantly from almost zero to 50 MPa;
- Practical and useful relationships were developed among the CBR value, UCS, and Es of the dune sand treated with lime and volcanic ash. These relations can helpfully be used for the design of foundations of roadways and structures using dune sands stabilized with lime and volcanic ash.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
A3 | Non-plastic fine sand |
AASHTO | American Association of State Highway and Transportation Officials |
ASTM | American Society for Testing and Materials |
A.U. | Airy unit |
CBR | California Bearing Ratio |
Cc | Coefficient of curvature |
Cu | Coefficient of uniformity |
C-A-H | Calcium aluminate hydrate |
C-S-H | Calcium silicate hydrate |
C3A | Tricalcium aluminate |
C4AF | Tetracalcium alumino ferrite |
C2S | Tricalcium silicate |
Es | Young’s modulus |
D10 | Grain diameter (in mm) corresponding to 10% passing |
D30 | Grain diameter (in mm) corresponding to 30% passing |
D50 | Grain diameter (in mm) corresponding to 50% passing |
D60 | Grain diameter (in mm) corresponding to 60% passing |
D90 | Grain diameter (in mm) corresponding to 90% passing |
GGBFS | Ground granulated blast furnace slag |
GSD | Grain Size Distribution |
L | Lime |
LOI | Loss on ignition |
LSM | Laser-scanning microscopy |
Plime | Factor of multi-level statistical analysis for lime |
PVA | Factor of multi-level statistical analysis for volcanic ash |
ppm | Parts per million |
SP | Poorly graded sand |
SP-SM | Poorly graded sand with silt |
UCS | Unconfined compressive strength |
USCS | Unified Soil Classification System |
VA | Volcanic ash |
XRD | X-ray diffraction |
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Soil Property | Value/Description |
---|---|
Specific Gravity [30] | 2.68 |
Color | Yellow |
D10 (mm) | 0.18 |
D30 (mm) | 0.3 |
D60 (mm) | 0.42 |
CC | 1.2 |
Cu | 2.3 |
Shape of Particles | Both, coarse and fine portions are rounded and sub rounded in shape |
Classification-AASHTO system | Non-plastic fine sand (A3) |
Classification-USCS system | Poorly graded sand (SP) |
Oxide | % by Weight |
---|---|
SiO2 | 46.4 |
Al2O3 | 14.4 |
Fe2O3 | 12.8 |
CaO | 8.8 |
MgO | 8.3 |
Na2O | 3.8 |
K2O | 1.9 |
SO3 | 0.8 |
LOI (Loss on ignition) | 2.8 |
Test | Percentage of Lime | Percentage of Volcanic Ash | Curing Time (Days) | Used Standard |
---|---|---|---|---|
Specific gravity | 0 | 0 | - | ASTM D854 [30] |
Grain size analysis | 0 | 0 | - | ASTM D6913 [27] |
Standard proctor compaction | 0 | 0 | - | ASTM D698-07 [33] |
Material classification (USCS). Material classification (AASHTO) | 0 | 0 | - | ASTM D2487-17 [28] AASHTO M 145-82 [29] |
Unconfined compressive strength (UCS) | 0, 2, 4, 6 | 0, 1, 3, 5 | 28 | ASTM D2166-85 [34] (Method A) |
California bearing ratio (CBR) | 0, 2, 4, 6 | 0, 1, 3, 5 | 28 | ASTM D1883-07 [35] (Method C) |
Sample Number (#) | Sample Type and Percentage Used | Lime/Blend Ratio (L/L + VA) |
---|---|---|
a | (L:VA)—(0:5) | 0.0 |
b | (L:VA)—(6:0) | 1.0 |
c | (L:VA)—(6:1) | 0.86 |
d | (L:VA)—(2:1) | 0.67 |
e | (L:VA)—(6:5) | 0.55 |
f | (L:VA)—(2:3) | 0.40 |
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Shalabi, F.I.; Mazher, J.; Khan, K.; Amin, M.N.; Albaqshi, A.; Alamer, A.; Barsheed, A.; Alshuaibi, O. Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials. Materials 2021, 14, 645. https://doi.org/10.3390/ma14030645
Shalabi FI, Mazher J, Khan K, Amin MN, Albaqshi A, Alamer A, Barsheed A, Alshuaibi O. Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials. Materials. 2021; 14(3):645. https://doi.org/10.3390/ma14030645
Chicago/Turabian StyleShalabi, Faisal I., Javed Mazher, Kaffayatullah Khan, Muhammad Nasir Amin, Alaa Albaqshi, Abdullah Alamer, Ali Barsheed, and Othman Alshuaibi. 2021. "Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials" Materials 14, no. 3: 645. https://doi.org/10.3390/ma14030645