Carbonated alkali-activated olivine with glass fiber for soil stabilization
Soil stabilization is a universal approach commonly used in counter-balancing of soil ground under structures. This method of soil improvement utilizes binders such as cement and/or lime to enhance the mechanical properties of soil for construction purposes. However, the production o...
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my-upm-ir.853912021-12-30T02:31:53Z Carbonated alkali-activated olivine with glass fiber for soil stabilization 2018-11 Khalaf, Wisam Dhey Ab Soil stabilization is a universal approach commonly used in counter-balancing of soil ground under structures. This method of soil improvement utilizes binders such as cement and/or lime to enhance the mechanical properties of soil for construction purposes. However, the production of these binders has been known to increase the levels of carbon dioxide (CO2) in the environment. Therefore, in an attempt to stabilize soil conditions, the search for sustainable materials which are essentially harmless to surrounding soils when treated and at the same time are cost-efficient, is justified. Olivine, with a chemical composition of [(Mg,Fe)2SiO4] can be considered as a sustainable material which has the natural capability of capturing CO2 in the environment and creating carbonated minerals. The high amount of magnesium oxide (MgO) and aluminum oxide (Al2O3), as well as an adequate amount of silicon dioxide (SiO2) form the chemical composition of olivine, making olivine a good choice for use in soil improvement activities in terms of its pozzolanic reaction and hydration. The present study was undertaken to emphasize some problems on the utilization of olivine as a newly proposed sustainable material for soil improvement programs. The study highlights the applicability of glass fiber with an alkali activated soil-olivine mixture, with and without carbonation, which helps in determining the Unconfined Compressive Strength (UCS), Indirect Tensile Strength (ITS), and the Flexural Strength (FS). In the study, Fourier Transform Infrared Spectroscopy (FTIR), Scanning Electron Microscopy (SEM), Energy-Dispersive X- ray spectroscopy (EDX), and X-ray Diffraction (XRD) analyses were also executed on pure soil and alkali activated soil-olivine mixtures with and without carbonation. The first stage was to analyze the performance of the preliminary investigation in order to evaluate the effectiveness of olivine on some basic geotechnical characteristics of silty clay soil. The compaction test and the Unconfined Compression Strength (UCS) were used as a practical indicator to investigate the strength development. According to the test findings, utilizing 30% olivine resulted in a sharp increase in the compaction and the UCS of the samples, in the same curing time. In the second stage of this study, carbonated alkaline activation of soil+30% olivine, was adopted as a viable technique to evaluate binder formation due to CO2 pressure change. In simpler terms, the binder formation is generally a synthetic alkali aluminosilicate which is produced from the reaction of a solid aluminosilicate with pre-designed concentrated aqueous alkaline solutes. After this, pressurized CO2 is injected into it form the new binder (MgCO3/CaCO3). Based on the obtained UCS values at exposure pressure of up to 300 kPa, for a 7 day exposure period, using alkali-activated olivine, it was found that the peak strength of soil+30%olivine was increased by up to 55 times compared to that of host soil. Regarding exposure period, it was found that based on UCS results at an exposure period of up to 7 days, using alkali activated olivine, the peak strength of soil+30%olivine was increased by up to 55 times compared to that of host soil. The third stage was to identify the effect of the alkali agent molarity on the strength development. The rules of alkali agent (NaOH) molarity in binder formation were examined (with and without carbonation). In accordance to UCS values, 10 M of NaOH after 7 days of exposure and 300 kPa CO2 pressure, increased peak strengths by up to 55 times compared to that of host soil and 5 times to that of alkali activated samples (without carbonation). In the fourth and last stage, besides the shear strength development, in order to increase the tensile strength and ductility of soil+30%olivine, the combined effect of fibre inclusion and alkaline activation (with and without carbonation) was described and reported. In this stage, along with the 30% olivine in presence of high alkali solutes, mineral glass fibers were used as a strong reinforcement inclusion. Besides the UCS test, indirect tensile strength and flexural strength tests were carried out at pre-designed curing regems. The test results indicated that the inclusion of glass fibers within alkali-activated soil+30%olivine caused a further increase in the peak stress and tensile strength, and a decrease in the loss of post-peak strength. The results show that the incorporation of carbonation in alkali activated soil+30%olivine+3%glass fiber, increased the peak strength by up to 1.2 times to that of a mixture without glass fiber. Glass fibers soil stabilization 2018-11 Thesis http://psasir.upm.edu.my/id/eprint/85391/ http://psasir.upm.edu.my/id/eprint/85391/1/FK%202019%20146%20-%20ir.pdf text en public doctoral Universiti Putra Malaysia Glass fibers soil stabilization Kim Huat, Bujang |
| institution |
Universiti Putra Malaysia |
| collection |
PSAS Institutional Repository |
| language |
English |
| advisor |
Kim Huat, Bujang |
| topic |
Glass fibers soil stabilization |
| spellingShingle |
Glass fibers soil stabilization Khalaf, Wisam Dhey Ab Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| format |
Thesis |
| qualification_level |
Doctorate |
| author |
Khalaf, Wisam Dhey Ab |
| author_facet |
Khalaf, Wisam Dhey Ab |
| author_sort |
Khalaf, Wisam Dhey Ab |
| title |
Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| title_short |
Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| title_full |
Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| title_fullStr |
Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| title_full_unstemmed |
Carbonated alkali-activated olivine with glass fiber for soil stabilization |
| title_sort |
carbonated alkali-activated olivine with glass fiber for soil stabilization |
| granting_institution |
Universiti Putra Malaysia |
| publishDate |
2018 |
| url |
http://psasir.upm.edu.my/id/eprint/85391/1/FK%202019%20146%20-%20ir.pdf |
| _version_ |
1747813536652853248 |
| description |
Soil stabilization is a universal approach commonly used in counter-balancing of soil
ground under structures. This method of soil improvement utilizes binders such as cement and/or
lime to enhance the mechanical properties of soil for construction purposes. However, the
production of these binders has been known to increase the levels of carbon dioxide (CO2) in
the environment. Therefore, in an attempt to stabilize soil conditions, the search for
sustainable materials which are essentially harmless to surrounding soils when treated and at
the same time are cost-efficient, is justified. Olivine, with a chemical composition of
[(Mg,Fe)2SiO4] can be considered as a sustainable material which has the natural capability
of capturing CO2 in the environment and creating carbonated minerals. The high amount
of magnesium oxide (MgO) and aluminum oxide (Al2O3), as well as an adequate amount of silicon
dioxide (SiO2) form the chemical composition of olivine, making olivine a good choice
for use in soil improvement activities in terms of its pozzolanic reaction and hydration. The
present study was undertaken to emphasize some problems on the utilization of olivine as a newly
proposed sustainable material for soil improvement programs. The study highlights the
applicability of glass fiber with an alkali activated soil-olivine mixture, with and
without carbonation, which helps in determining the Unconfined Compressive Strength (UCS),
Indirect Tensile Strength (ITS), and the Flexural Strength (FS). In the study, Fourier
Transform Infrared Spectroscopy (FTIR), Scanning Electron Microscopy (SEM), Energy-Dispersive X-
ray spectroscopy (EDX), and X-ray Diffraction (XRD) analyses were also executed on pure soil and
alkali activated soil-olivine mixtures with and without carbonation. The first stage was to
analyze the performance of the preliminary investigation in order to evaluate the
effectiveness of olivine on some basic geotechnical characteristics of silty clay
soil. The compaction test and the Unconfined Compression Strength (UCS) were used
as a practical indicator to investigate the strength development. According to the test
findings, utilizing 30% olivine resulted in a sharp increase in the compaction and the UCS of the samples, in the same curing
time.
In the second stage of this study, carbonated alkaline activation of soil+30% olivine,
was adopted as a viable technique to evaluate binder formation due to CO2 pressure change. In
simpler terms, the binder formation is generally a synthetic alkali aluminosilicate which
is produced from the reaction of a solid aluminosilicate with pre-designed concentrated aqueous
alkaline solutes. After this, pressurized CO2 is injected into it form the new binder
(MgCO3/CaCO3). Based on the obtained UCS values at exposure pressure of up to 300 kPa, for
a 7 day exposure period, using alkali-activated olivine, it was found that the peak strength
of soil+30%olivine was increased by up to 55 times compared to that of host soil.
Regarding exposure period, it was found that based on UCS results at an exposure period of up to 7
days, using alkali activated olivine, the peak strength of soil+30%olivine was increased by up to
55 times compared to that of host soil.
The third stage was to identify the effect of the alkali agent molarity on the strength
development. The rules of alkali agent (NaOH) molarity in binder formation were examined
(with and without carbonation). In accordance to UCS values, 10 M of NaOH after 7 days
of exposure and 300 kPa CO2 pressure, increased peak strengths by up to 55 times compared to that
of host soil and 5 times to that of alkali activated samples (without carbonation).
In the fourth and last stage, besides the shear strength development, in order to
increase the tensile strength and ductility of soil+30%olivine, the combined effect of fibre
inclusion and alkaline activation (with and without carbonation) was described and reported. In
this stage, along with the 30% olivine in presence of high alkali solutes, mineral glass
fibers were used as a strong reinforcement inclusion. Besides the UCS test, indirect tensile
strength and flexural strength tests were carried out at pre-designed curing regems. The test
results indicated that the inclusion of glass fibers within alkali-activated soil+30%olivine
caused a further increase in the peak stress and tensile strength, and a decrease in the
loss of post-peak strength. The results show that the incorporation of
carbonation in alkali activated soil+30%olivine+3%glass fiber, increased the peak
strength by up to 1.2 times to
that of a mixture without glass fiber. |