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Koirala, Abhishek. Behavior of strength of soil by lime permeation treatment method. Master's Degree(Civil Engineering). Kasetsart University. Office of the University Library. : Kasetsart University, 2021.
Behavior of strength of soil by lime permeation treatment method
Name: Koirala, Abhishek
Classification :.LCCS: TA710
LCSH:
Soil stabilization
LCSH:
Slopes (Soil mechanics)
LCSH:
Foundations
LCSH:
Lime
Abstract:
In nature, slopy terrain or loosely compacted soil can have significant permeability which can rise groundwater table and may create stability problems. In order to minimize this phenomenon, lime permeation can be used. Lime has been in use for many years since long time. But using lime slurry to treat low strength soil can be a solution for stability of slope & foundation. The purpose of this research is to increase the soil strength by lime permeation or grouting under the influence of gravity constant head method. The samples were made out of fine to medium grained sand by passing #40 and retained on #200. Over the longer period of lime permeation, permeability is decreased significantly and cohesion is increased. Also, In order to identify the mineral compounds and analyze the structure of crystalline materials, X-ray Diffraction can be used. XRD result shows formation of calcium cations along with the sand silica, and other water transporting compunds like Na, Mg,Fe,etc. The calcium concentration is seen to be higher with increase in lime quantity regardless of having low permeability in both quantities. The Sensitivity analysis from Doi Chang case study shows that the increase in effective cohesion result in the increase in factor of safety eventhough groundwater is higher, which might be applied in real case in order to minimize mass movement.
Kasetsart University. Office of the University Library
Address:
Bangkok
Email:
tdckulib@ku.ac.th
Name: Suttisak Soralump
Role:
Thesis Advisor
Name: Apiniti Jotisankasa
Role:
Thesis CO-Advisor
Name: Supakij Nontananandh
Role:
Thesis CO-Advisor
Created:
2021
Modified:
2025-07-20
Issued:
2025-07-20
วิทยานิพนธ์/Thesis
application/pdf
URL: https://www.lib.ku.ac.th/KUthesis/2564/abhishek-koi-all.pdf
CallNumber:
TA710 .K65
eng
DegreeName: Master of Engineering
Level: Master's Degree
Descipline: Civil Engineering
Grantor: Kasetsart University
©copyrights Kasetsart University
RightsAccess:
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0.039474 วินาที
Koirala, Abhishek
| Title | Contributor | Type |
|---|---|---|
| Behavior of strength of soil by lime permeation treatment method
มหาวิทยาลัยเกษตรศาสตร์ Koirala, Abhishek | Suttisak Soralump | วิทยานิพนธ์/Thesis |
Suttisak Soralump
Apiniti Jotisankasa
Supakij Nontananandh
| Title | Creator | Type and Date Create |
|---|---|---|
| Stabilization of clayey send with lime and fly ash for landfill liners
มหาวิทยาลัยเกษตรศาสตร์ Supakij Nontananandh | Thaweesak Jirathanathaworn | วิทยานิพนธ์/Thesis |
| Strength development of soft marine clay stabilized with fly ash cement
มหาวิทยาลัยเกษตรศาสตร์ Supakij Nontananandh | Sanupong Boonyong | วิทยานิพนธ์/Thesis |
| Microscopic investigation on the cement-stabilized soft bangkok clay
มหาวิทยาลัยเกษตรศาสตร์ Supakij Nontananandh | Thakon Yoobanpot | วิทยานิพนธ์/Thesis |
| Stabilization of dredged sludge as construction materials
มหาวิทยาลัยเกษตรศาสตร์ Supakij Nontananandh | Auksornpet Suksiritrawonkul | วิทยานิพนธ์/Thesis |
| Stabilization of seabed dredged material for landfill liners
มหาวิทยาลัยเกษตรศาสตร์ Supakij Nontananandh | Prakit Kaewkaorop | วิทยานิพนธ์/Thesis |