Zobrazeno 1 - 10
of 88
pro vyhledávání: '"MOHD ASHRAF MOHAMAD ISMAIL"'
Autor:
Intan Norsheira Yusoff, Mohd Ashraf Mohamad Ismail, Hayato Tobe, Kensuke Date, Yasuhiro Yokota
Publikováno v:
Ain Shams Engineering Journal, Vol 14, Iss 1, Pp 101814- (2023)
Weathering degree is one of the key criteria used to determine tunnel support with the main difficulty is in assessing the weathering grade of the tunnel face. This study applied CIEL*a*b colour space and image analysis to a rock mass tunnel face. Th
Externí odkaz:
https://doaj.org/article/fe1828e9ce134ae395f8a94c8fd54158
Publikováno v:
Applied Sciences, Vol 11, Iss 14, p 6618 (2021)
The treatment of sulfate-bearing soil with calcium-based stabilizers such as cement or lime often results in ettringite formation, consequently leading to swelling and strength deterioration. Ettringite formation has negative environmental and econom
Externí odkaz:
https://doaj.org/article/dabe4a1f143d4112a1fdcd5dfd9c911e
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 19, Pp 136-145 (2013)
The lateritic soil that has high content of iron oxides and aluminum hydroxides and low proportion of silica is widespread in the tropical and semi-tropical countries. Lateritic soil as available materials in these areas utilized in different civil e
Externí odkaz:
https://doaj.org/article/54d054c74efa49c48cae6340dc5a9e5f
Publikováno v:
Civil Engineering Journal. 7:41-57
Dike construction has been widely used because of its potential to protect people and properties from overtopping flows. Water levels may exceed a dike crest and cause overtopping flow during high river discharge. This phenomenon has caused serious d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aaf3fcc4fe46b9e2c8f795bae4e0928d
https://doi.org/10.28991/cej-sp2021-07-04
https://doi.org/10.28991/cej-sp2021-07-04
Autor:
Raja Asyraf Azizan Raja Adnan, Mohd Ashraf Mohamad Ismail, Intan Norsheira Yusoff, Hayato Tobe, Takako Miyoshi, Kensuke Date, Yasuhiro Yokota
Publikováno v:
Physics and Chemistry of the Earth, Parts A/B/C. 130:103347
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::958079ecd2c877964e0b2ac49b292292
https://doi.org/10.1016/j.pce.2022.103347
https://doi.org/10.1016/j.pce.2022.103347
Autor:
Tharshini Murthy, Izham Mohamad Yusoff, Siti Hamsah Samsudin, Taksiah A. Majid, Ismail Ahmad Abir, Chan Huah Yong, Mohd Ashraf Mohamad Ismail
Publikováno v:
Academic Journal of Interdisciplinary Studies. 12:162
Landslides are very serious natural disasters that cause much damage and threaten human lives. Landslide susceptibility mapping studies are very common in landslide assessments. Geographic information systems (GISs) have been widely used in many fiel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::02cd1bae7257d5963618baac51abd4ee
https://doi.org/10.36941/ajis-2023-0069
https://doi.org/10.36941/ajis-2023-0069
Publikováno v:
Innovative Infrastructure Solutions. 7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a508c9dedaa2ae3a828a753c627bb6bb
https://doi.org/10.1007/s41062-022-00821-z
https://doi.org/10.1007/s41062-022-00821-z
Publikováno v:
Geotechnical and Geological Engineering. 39:1979-1995
Rock anisotropy is a well-known phenomenon that occurs due to the heterogeneity of rock mass, but their influence on geotechnical design, especially in rock engineering, is often ignored. Every slope may be subjected to a certain mode of failure that
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ea3d6777ff41846b5dec36d67684a8ea
https://doi.org/10.1007/s10706-020-01600-2
https://doi.org/10.1007/s10706-020-01600-2
Publikováno v:
Arabian Journal for Science and Engineering. 45:8281-8302
In this study, the pressuremeter modulus (EM) and the unload–reload modulus (Eur) consisted of a wide range of data were correlated to blow counts (N60) using a maximum of 50 blows/300 mm and the extrapolated N60 of 300 blows/300 mm. A 3D model and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0509bbff8ddd7fa3b07e1e1a8ec404f1
https://doi.org/10.1007/s13369-020-04684-3
https://doi.org/10.1007/s13369-020-04684-3
Autor:
Frankie Cheah, Mohd Ashraf Mohamad Ismail, Darvintharen Govindasamy, Tan Yih Ken, Mohd Faiz Mohammad Zaki, Suched Likitlersuang
Publikováno v:
Indian Geotechnical Journal. 50:825-837
Volume loss during tunneling excavation leads to ground deformation, which can damage adjacent surfaces or subsurface structures. Thus, tunnel design with proper estimation of ground deformation and realistic geotechnical simulation is essential for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a54a0565ae19087f16185006f00a72b1
https://doi.org/10.1007/s40098-020-00411-9
https://doi.org/10.1007/s40098-020-00411-9