Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Weeradetch Tanapalungkorn"'
Autor:
Weeradetch Tanapalungkorn, Wittawat Yodsomjai, Suraparb Keawsawasvong, Thanh Son Nguyen, Weeraya Chim-Oye, Pornkasem Jongpradist, Suched Likitlersuang
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-17 (2023)
Abstract The basal heave stability of supported excavations is an essential problem in geotechnical engineering. This paper considers the probabilistic analysis of basal heave stability of supported excavations with spatially random soils by employin
Externí odkaz:
https://doaj.org/article/80964a6dec56486db9f9164b4c32d521
Autor:
Lindung Zalbuin Mase, Weeradetch Tanapalungkorn, Suched Likitlersuang, Kyohei Ueda, Tetsuo Tobita
Publikováno v:
Soils and Foundations, Vol 62, Iss 5, Pp 101218- (2022)
This paper presents a study of liquefaction analysis at sand layers of the Izumio site, under ground motion variation during a strong earthquake in Osaka, Japan. Site investigation using standard penetration test and shear wave velocity measurement i
Externí odkaz:
https://doaj.org/article/1dc34cf9f4584ec2accdea5dd56f16f1
Autor:
Thanh Son Nguyen, Suched Likitlersuang, Weeradetch Tanapalungkorn, Trung Nghia Phan, Suraparb Keawsawasvong
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:2211-2232
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77968a5357b7c73a2c50c88c5ba5e800
https://doi.org/10.1002/nag.3385
https://doi.org/10.1002/nag.3385
Publikováno v:
Transportation Infrastructure Geotechnology. 10:165-179
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6b5490825e4b005ebf51c55319eb045b
https://doi.org/10.1007/s40515-021-00221-3
https://doi.org/10.1007/s40515-021-00221-3
Publikováno v:
Transportation Infrastructure Geotechnology.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::582f414d03b534ef85526b8744de7897
https://doi.org/10.1007/s40515-023-00276-4
https://doi.org/10.1007/s40515-023-00276-4
Publikováno v:
Geomechanics and Geoengineering. 18:175-192
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cfb0a32f895b3c11f2b4874575cbc997
https://doi.org/10.1080/17486025.2021.2019321
https://doi.org/10.1080/17486025.2021.2019321
Publikováno v:
Journal of Mountain Science. 18:2580-2596
On 28th July 2018, a massive landslide occurred in a mountainous area in Northern Thailand. The landslide after ten days of heavy rainfall generated the movement of uphill mountain soil into the populated village. This study presents a comprehensive
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5725f4c5688c24acfa3d1c5eca2e1373
https://doi.org/10.1007/s11629-021-6720-8
https://doi.org/10.1007/s11629-021-6720-8
Publikováno v:
Soils and Foundations. 61:1302-1318
Northern Thailand has experienced several earthquakes which led to soil liquefaction in the past few decades. Traditional methods of evaluating liquefaction potential involve standard penetration test (SPT) or cone penetration tests. This research au
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ccad686579e440559021d384a6cb5eb
https://doi.org/10.1016/j.sandf.2021.07.003
https://doi.org/10.1016/j.sandf.2021.07.003
Autor:
Thanakorn Chompoorat, Pornkasem Jongpradist, Suched Likitlersuang, Weeradetch Tanapalungkorn, Thanakit Thepumong, Pitthaya Jamsawang
Publikováno v:
International Journal of Geosynthetics and Ground Engineering. 7
This paper explores the stabilisation of dredged lakebed sediments with ordinary portland cement and fly ash to repurpose the sediment as road pavement construction material. Data are obtained from previous studies on sediments collected from Phayao
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cab7f1ad6e80d211071d0b87a53ad05
https://doi.org/10.1007/s40891-021-00328-0
https://doi.org/10.1007/s40891-021-00328-0
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:39-51
The objective of this study was to observe the spatial variation in the geological subsoil condition on the seismic ground response of Bangkok subsoils during the remote 6.8 Mw Tarlay earthquake in 2011 in Northern Thailand. A simulation of random lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34b6bef0993759d1a7f5602d1271edd8
https://doi.org/10.1007/s10064-019-01560-9
https://doi.org/10.1007/s10064-019-01560-9