Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Hasbullah Nawir"'
Autor:
Agus Himawan, Andhika Sahadewa, Masyhur Irsyam, Reguel Mikhail, Idwan Suhendra, Muchamad Rifai, Karsten Beckhaus, Yasin Widodo, Christian Moormann, Helmut F. Schweiger, Abi Maulana Hakim, Hasbullah Nawir, Fahmi Aldiamar
Publikováno v:
Frontiers in Built Environment, Vol 10 (2024)
Pile-supported embankments have been recognized as long-standing solutions for construction in compressible soft soils. Instead of improving the physical and mechanical properties of the soft soil, this method emphasizes efforts to transfer the emban
Externí odkaz:
https://doaj.org/article/579fbe4848bc4086a131ce66124c69ca
Publikováno v:
Soils and Foundations, Vol 62, Iss 3, Pp 101128- (2022)
Previous researcher explained that the catastrophic long-distance flow-slide in Palu city, in which the surface ground laterally deformed up to several kilometers after the earthquake in the gently ground inclination (1–5%), might be promoted by th
Externí odkaz:
https://doaj.org/article/6c3c608d58394fdcbdc2f0a610f5da1b
Publikováno v:
Jurnal Teknik Sipil, Vol 19, Iss 2, Pp 133-148 (2012)
Penurunan konsolidasi tanah merupakan masalah geoteknik yang sering ditemukan pada kasus timbunan, terutama pada tanah lunak. Penurunan konsolidasi disebabkan oleh keluarnya air pori dari dalam tanah yang disebabkan oleh peningkatan tegangan pada m
Externí odkaz:
https://doaj.org/article/1e2f6de59ecb45fbaff1d18681a94d27
Autor:
Rifqi Brilyant Arief, Masyhur Irsyam, Idrus M Alatas, Sugeng Krisnanto, Endra Susila, Hasbullah Nawir, Ramli Nazir
Publikováno v:
Jurnal Teknologi. 84:177-183
This research aims at investigating and modeling the axial bearing capacity degradation of a bored pile on clay shale due to the bored pile installation processes. Clay shale sample models were prepared to simulate the wetting and drying cycles throu
Autor:
Mahdi Ibrahim Tanjung, Masyhur Irsyam, Andhika Sahadewa, Susumu Iai, Tetsuo Tobita, Hasbullah Nawir
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a807af0f6c7c2d233a17f803bdf9bf6c
https://doi.org/10.1007/978-3-031-11898-2_33
https://doi.org/10.1007/978-3-031-11898-2_33
Publikováno v:
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022) ISBN: 9783031118975
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f431e5bdff5670e74107e6efd03b359
https://doi.org/10.1007/978-3-031-11898-2_140
https://doi.org/10.1007/978-3-031-11898-2_140
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811600760
The catastrophic flow slide in Palu city has proven that surface ground could laterally deform in several kilometers due to the earthquake motion even though the ground inclination is very gentle (1–5%). This paper aimed to understand the flow defo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f80fc3c61af122abf018ec1773c56d95
https://doi.org/10.1007/978-981-16-0077-7_58
https://doi.org/10.1007/978-981-16-0077-7_58
Publikováno v:
Journal of Engineering and Technological Sciences, Vol 52, Iss 6 (2020)
To improve the geotechnical stress"“strain analysis, the stress"“strain behavior of geomaterial under general three-dimensional stress conditions prevailing in the field need to be captured. The true triaxial apparatus is an enhanced version of t
Publikováno v:
Journal of Engineering and Technological Sciences, Vol 52, Iss 1 (2020)
The Mw 7.5 Sulawesi Earthquake 2018 was a catastrophic disaster that resulted in large numbers of casualties. This study aimed to investigate the damages of liquefaction-induced-flow failure in three areas in Palu city, i.e. Petobo, Balaroa, and Jono
Publikováno v:
Journal of Engineering and Technological Sciences, Vol 50, Iss 1 (2018)
This paper presents the development of a method using local deformation transducers (LDTs) to locally and sensitively measure small axial and lateral strains in soil in a compression test. A local strain measurement system comprising of axial and lat