Zobrazeno 1 - 10
of 57
pro vyhledávání: '"Widjojo Adi Prakoso"'
Autor:
Wiwik Rahayu, Rabbani Isya Ramadhan, Aldo Wirastana Adinegara, Glenn Adriel Adiguna, Abdul Halim Hamdany, Martin Wijaya, Widjojo Adi Prakoso, Fathiyah Hakim Sagitaningrum, Alfrendo Satyanaga
Publikováno v:
Results in Engineering, Vol 24, Iss , Pp 103244- (2024)
Due to climate change, higher rainfall infiltration is expected in the future and it may cause a slope failure. Simultaneously, infrastructure construction and urban redevelopment are rapidly generating large amounts of construction and demolition wa
Externí odkaz:
https://doaj.org/article/6579c7dfeb284cccbee98019aba4a100
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:
Jurnal Teknik Sipil, Vol 30, Iss 1 (2023)
Abstrak Gempa bumi di Kota Palu sebesar 7,5 Mw pada tahun 2018 menyebabkan likuefaksi di Desa Lolu dengan pergerakan lateral tanah hingga 150 meter. Pergerakan ini terjadi akibat perilaku mencairnya tanah atau disebut likuefaksi. Beberapa peneliti
Externí odkaz:
https://doaj.org/article/1e685d055cf54edba6c76c9f28ce3f68
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
Autor:
Erly Bahsan, Bunyamin Andreatama, Widjojo Adi Prakoso, Budi Susilo Soepandji, R.R. Dwinanti R. Marthanty
Publikováno v:
International Journal of Technology, Vol 12, Iss 5, Pp 965-974 (2021)
Smoothed Particle Hydrodynamics (SPH) has previously used in hydrodynamics as a Lagrangian numerical method to simulate fluid behavior. Recently the SPH is also being used to simulate soil deformation, since the largely known Finite Element Metho
Externí odkaz:
https://doaj.org/article/4fa5ff7d07264d7db55461d063b992bf
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
Autor:
Widjojo Adi Prakoso
Publikováno v:
Indonesian Geotechnical Journal. 1:1-11
This paper presents a lower bound model for predicting the rock strip footing bearing capacity. The model is based on strip footings on rock masses with two sets of ubiquitous, closed discontinuities. The model considers explicitly the strength of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::85bbcf2c89e13e392c2118c5ffd9d018
https://doi.org/10.56144/igj.v1i2.10
https://doi.org/10.56144/igj.v1i2.10
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2109080600c9165cb6987ca2b0d57d48
https://doi.org/10.56144/igj.v2i1.22
https://doi.org/10.56144/igj.v2i1.22
Investigation of Ground Motion and Local Site Characteristics of the 2018 Lombok Earthquake Sequence
Autor:
Bambang Setiyo Prayitno, Ardian Y. Octantyo, Sigit Pramono, Muhamad Sadly, Dwikorita Karnawati, Artadi Pria Sakti, Widjojo Adi Prakoso, Supriyanto Rohadi, Dadang Permana, Ariska Rudyanto
Publikováno v:
International Journal of Technology, Vol 11, Iss 4, Pp 743-753 (2020)
In 2018, Lombok Island was hit by a major earthquake sequence. The Indonesia Meteorological, Climatological, and Geophysics Agency (BMKG) reported that the Lombok Island earthquake sequence started with an Mw 6.4 foreshock, followed by an Mw 6.8 main
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1a9bb6389be23b2be79d6fb6d150972
https://ijtech.eng.ui.ac.id/article/view/3302
https://ijtech.eng.ui.ac.id/article/view/3302