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W. Kongkitkul. Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course. (). King Mongkut's University of Technology North Bangkok. Central Library. : , 2562.
Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
Name: N. Wiksitcharoenkul
Organization :
King Mongkut's University of Technology Thonburi. Faculty of Engineering
Name: P. Limpanawat
Organization :
King Mongkut's University of Technology Thonburi. Faculty of Engineering
Name: P. Kanhala
Organization :
King Mongkut's University of Technology Thonburi. Faculty of Engineering
Name: J. Chiravacharadej
Organization :
King Mongkut's University of Technology Thonburi. Faculty of Engineering
Name: W. Kongkitkul
Organization :
King Mongkut's University of Technology Thonburi. Faculty of Engineering
Email :
warat.kon@kmutt.ac.th
LCSH:
Materials
-- Compression testing
LCSH:
Fly ash
LCSH:
Fly ash concrete
Abstract:
Crushed rock is usually used as a base course material for road pavement. Since the crushed rock has been required in large quantities, its shortages coupled with the rise of fuel price affect to higher highway construction cost. In addition, the production of crushed rock involves with process of drilling, blasting, crushing and transportation. These processes create lots of dust which damage to the environment. The purpose of this research is investigation of replacement of the crushed rock by cheaper materials that are still complied with the standard designated be Department of highways, Thailand. This paper presents the unconfined compressive strength tests result of soil cement with fly ash want to be as high as crush rock use in road repairing. As a result, the compressive strength of lateritic soil is increased with amount of cement (1, 3, 5, 7, 9%) at 7 days of curing. From unconfined compression strength tests, the lateritic soil mixed with 3.63% cement has the compressive strength at 18.45 ksc at 7 days of curing. The result is more than the value designated in the standard (17.5 ksc). Moreover, to reduce the amount of cement in soil cement mix with fly ash is mixed with cement 7.5% of the amount of lateritic soil and replace the cement which the ratio of cement and fly ash are 21.3% and 78.7% respectively. It gives 17.5 ksc of compressive strength, which is the best proportion for this experiment
King Mongkut's University of Technology North Bangkok. Central Library
Address:
BANGKOK
Email:
library@kmutnb.ac.th
Created:
2562
Modified:
2022-06-28
Issued:
2022-06-28
บทความ/Article
application/pdf
BibliograpyCitation :
ใน มหาวิทยาลัยสารคาม คณะวิศวกรรมศาสตร์ สาขาวิศวกรรมโยธา. การประชุมวิชาการวิศวกรรมโยธาแห่งชาติ ครั้งที่ 24 (NCCE 24) (GTE026) อุดรธานี : มหาวิทยาลัยสารคาม
eng
©copyrights King Mongkut's University of Technology North Bangkok
RightsAccess:
ใช้เวลา
0.026139 วินาที
N. Wiksitcharoenkul
| Title | Contributor | Type |
|---|---|---|
| Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ N. Wiksitcharoenkul;P. Limpanawat;P. Kanhala;J. Chiravacharadej;W. Kongkitkul | บทความ/Article |
P. Limpanawat
| Title | Contributor | Type |
|---|---|---|
| Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ N. Wiksitcharoenkul;P. Limpanawat;P. Kanhala;J. Chiravacharadej;W. Kongkitkul | บทความ/Article |
P. Kanhala
| Title | Contributor | Type |
|---|---|---|
| Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ N. Wiksitcharoenkul;P. Limpanawat;P. Kanhala;J. Chiravacharadej;W. Kongkitkul | บทความ/Article |
J. Chiravacharadej
| Title | Contributor | Type |
|---|---|---|
| Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ N. Wiksitcharoenkul;P. Limpanawat;P. Kanhala;J. Chiravacharadej;W. Kongkitkul | บทความ/Article |
W. Kongkitkul
| Title | Contributor | Type |
|---|---|---|
| Evaluation of mass of failed soil slopes induced by lateral seepage and rainfall; a physical model study with image analysis
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ S. Pukeaw;O. Sumanuschai;W. Sakulpojworachai;W. Kongkitkul | บทความ/Article | |
| Evaluation of vertically loaded pile group efficiency by physical model tests with DIC technique
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ P. Kuisomjai;W. Rattanasiriphan;S. Charoenwongsak;R. Thaonil;W. Kongkitkuls | บทความ/Article | |
| Evaluation of compressive strength of lateritic soil mixed with cement and fly ash for soil cement base course
มหาวิทยาลัยเทคโนโลยีพระจอมเกล้าพระนครเหนือ N. Wiksitcharoenkul;P. Limpanawat;P. Kanhala;J. Chiravacharadej;W. Kongkitkul | บทความ/Article |