Search

Your search keyword '"Jitsangiam, Peerapong"' showing total 362 results
Start Over Author "Jitsangiam, Peerapong"
362 results on '"Jitsangiam, Peerapong"'

1. Application of Sustainable Self-compacting Concrete as Future Road Base Material in Pavement Construction

Author

Bualuang, Thanon, Jitsangiam, Peerapong, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Cui, Zhen-Dong, Series Editor, Lu, Xinzheng, Series Editor, Rujikiatkamjorn, Cholachat, editor, Xue, Jianfeng, editor, and Indraratna, Buddhima, editor

Published
2025
Full Text
View/download PDF

13. The Water-Repellent Ability of Road Pavement Material Stabilized with Synthetic and Natural Polymers

Author

Nusit, Korakod, Jitsangiam, Peerapong, Chindaprasirt, Prinya, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Tutumluer, Erol, editor, Nazarian, Soheil, editor, Al-Qadi, Imad, editor, and Qamhia, Issam I.A., editor

Published
2022
Full Text
View/download PDF

14. Crushed Rock Geopolymer as a Future Road Construction Material: An Evaluation of Compaction and Strength Characteristics

Author

Jitsangiam, Peerapong, Suwan, Teewara, Nusit, Korakod, Chindaprasirt, Prinya, Kwunjai, Sararat, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Tutumluer, Erol, editor, Nazarian, Soheil, editor, Al-Qadi, Imad, editor, and Qamhia, Issam I.A., editor

Published
2022
Full Text
View/download PDF

24. Role of Fly Ash on Strength Properties of Rejuvenated Soil Cement for Pavement Materials

Author

Chindaprasirt Prinya, Kampala Apichit, Daprom Pattawitchaya, Jitsangiam Peerapong, and Horpibulsuk Suksun

Subjects
rejuvenated soil cement, pozzolanic reaction, rehydration effect, unconfined compressive strength, secant modulus of elasticity, Engineering (General). Civil engineering (General), TA1-2040
Abstract

Stabilization with cement is the most commonly used technique for the improvement of soil physical, mechanical, and engineering properties. This research reported on the properties of the rejuvenation for recycled soil cement with incorporation of fly ash (FA). The study showed that the specific gravity of Rejuvenated Soil Cement (RSC) decreased with increasing FA. The free swell ratio and linear shrinkage of RSC were significantly decreased with the increase in FA. The maximum dry unit weight of RSC increased with increasing FA up to the optimum FA content of 20 – 25 %. The optimum water content in compaction was relatively constant with the increase in FA. Particularly, the strength improvement in active zone of FA-RSC was influenced by several factors viz., compaction, packing, rehydration, and pozzolanic reaction. As a result, the unconfined compressive strength (UCS) of RSC increased with increase in FA and curing time. This research clearly showed that the rejuvenation of soil-cement with FA as additive was successful. It was also shown that the normalized UCSs of RSC at various curing times could be used to predict the UCSs at 7 and 28 days.

Published
2021
Full Text
View/download PDF

33. The Behavior of Cement-Treated Crushed Rock Material Under the Cyclic-Loading Test with Multiple Amplitude of Applied Strain

Author

Jitsangiam, Peerapong, Nusit, Korakod, Chummuneerat, Suphat, Nikraz, Hamid, di Prisco, Marco, Series Editor, Chen, Sheng-Hong, Series Editor, Vayas, Ioannis, Series Editor, Kumar Shukla, Sanjay, Series Editor, Sharma, Anuj, Series Editor, Kumar, Nagesh, Series Editor, Wang, Chien Ming, Series Editor, Tutumluer, Erol, editor, Chen, Xiaobin, editor, and Xiao, Yuanjie, editor

Published
2020
Full Text
View/download PDF

47. Characterisation of road base materials treated by hybrid alkali-activated binders and cationic asphalt emulsions.

Author

Bualuang, Thanon, Jitsangiam, Peerapong, Rattanasak, Ubolluk, Suwan, Teewara, Aryupong, Chuchoke, and Nikraz, Hamid

Subjects
*FLEXIBLE pavements, *ASPHALT, *ELASTICITY, *EMULSIONS, *DEAD loads (Mechanics), *CATIONIC polymers
Abstract

Using suitable chemically stabilized materials to solve the moisture-related damages on the road pavement is still essential. This study investigated the influence of cationic asphalt emulsion (CAE) on a hybrid alkali-activated binder (HAB) consisting of fly ash, hydrated lime, and solid sodium hydroxide for the chemically stabilized road base material. Adding CAE to HAB would introduce the water-repellent and elastic properties of HAB. Crushed rock (CR) treated with HAB binder prepared with two concentrations of CAE (HAB-CAEs) was characterized using a test series of compaction, unconfined compressive strength, resilient modulus, and water absorption. The compaction test results showed that CAE could decrease the optimum water content and air voids at the maximum dry density. Using CAE increased the strength of the HAB-CAE-treated CR, resulting in a sufficient compressive strength of the flexible pavement base. In addition, the HAB-CAE-treated CR had a proficient energy absorption under a static loading condition. The addition of CAE to the HAB-treated CR also provided resilient modulus and stiffness values higher than those of the conventional cement-treated base material with less water absorption. Therefore, HAB-CAE could be a viable option as a sustainable pavement base material. [ABSTRACT FROM AUTHOR]

Published
2023
Full Text
View/download PDF

Catalog

Books, media, physical & digital resources
See catalog results