Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Mulia Orientilize"'
Publikováno v:
Rekayasa Sipil, Vol 18, Iss 1, Pp 49-54 (2024)
The confinements in a spun pile in Indonesia are below the minimum requirement mentioned in ASCE 7-16. Since Indonesia still adopts the linear elastic concept for foundation design, where the pile should be designed strongly without damage, the defic
Externí odkaz:
https://doaj.org/article/76d012a707034c1d84c1f4e6196b994a
Autor:
Mulia Orientilize, Widjojo A Prakoso, Yuskar Lase, Sidiq Purnomo, Ignatius Harry Sumartono, Winda Agustin
Publikováno v:
International Journal of Technology, Vol 14, Iss 4, Pp 823-832 (2023)
Experimental study was carried out on three low confinement spun piles to pile cap connections. The detail followed the typically fixed connection in Indonesia. Reinforced concrete was filled to the spun pile to strengthen the connection region,
Externí odkaz:
https://doaj.org/article/b268f42e06b145cdb1ded2a4f5c2fe48
Publikováno v:
Rekayasa Sipil, Vol 16, Iss 3, Pp 207-215 (2022)
Numerical study was conducted by using ABAQUS software to investigate two issues on spun pile connections. The issues are usage of non-shrinkage concrete infill cast inside hollow of pile and ductility. An experimental test was carried out to investi
Externí odkaz:
https://doaj.org/article/911789812a99473da18c97d43e8ca1d0
Publikováno v:
Teras Jurnal: Jurnal Teknik Sipil, Vol 12, Iss 1, Pp 117-130 (2022)
Abstrak Berdasarkan SNI 8460, spun pile sebagai struktur bawah didesain belum menggunakan konsep performance-based design (PBD) karena pertimbangan sulitnya proses perbaikan, meskipun PBD sudah diperbolehkan di negara lain. Peta gempa tahun 2017 men
Externí odkaz:
https://doaj.org/article/3a6874d727874b2bb6408f9b6c5bc824
Publikováno v:
Teras Jurnal: Jurnal Teknik Sipil, Vol 12, Iss 1, Pp 215-228 (2022)
Abstrak Elevated Pile Cap (EPC) merupakan fondasi tertanam sebagian di dalam tanah yang rentan terhadap beban gempa karena momen fleksural yang terjadi lebih besar daripada jenis fondasi yang tertanam sepenuhnya. Studi numerikal dengan metode BNWF m
Externí odkaz:
https://doaj.org/article/418e70e7ebfa43d5a95486a04ace7d95
Publikováno v:
E3S Web of Conferences, Vol 347, p 01002 (2022)
The numerical study has been conducted to investigate the behaviour of spun pile – pile cap connection based on the common practice in Indonesia. The piles manufactured in Indonesia have low confinement where the amount of transverse reinforcement
Externí odkaz:
https://doaj.org/article/733c5bbc7acc42c698992c9f466c3bce
Publikováno v:
Indonesian Geotechnical Journal. 2
Indonesia’s geographical condition causes earthquakes to occur more frequently. This study aims to investigate pile group response under earthquake loading by performing pushover analysis. Since clay soil is dominant and widespread in Indonesia, th
Publikováno v:
International Journal of Mechanical Engineering and Robotics Research. :35-41
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_________::f5732fd037a93b2f4c98675ec49ccc6e
https://doi.org/10.1007/978-3-031-11898-2_97
https://doi.org/10.1007/978-3-031-11898-2_97
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 794:012026
Study of damage index of Eccentrically Braced Frame-Vertical Shear Link (V-EBF) was performed. The study was part of the research of damage index of several types of seismic resistance of steel structure. Three different stories of the V-EBF were tak