Zobrazeno 1 - 10
of 18
pro vyhledávání: '"UNTORO NUGROHO"'
Autor:
Rini Kusumawardani, Arief Kusbiantoro, Untoro Nugroho, Togani Cahyani Upomo, Erlia Dewi Novita, Imam Agus Nugroho, Kirana Prasetya Azizah
Publikováno v:
Aceh International Journal of Science and Technology, Vol 12, Iss 3, Pp 419-432 (2024)
It is crucial to perform routine bridge maintenance in order to evaluate the structure's current state. As a result, it is possible to guarantee that the bridge structure can offer services that are both comfortable and secure. The bridge structure b
Externí odkaz:
https://doaj.org/article/910d7f9bf12f487d8c3ec87b50470d67
Autor:
Untoro Nugroho, Ganang Cucu Dwiatmaja
Publikováno v:
Jurnal Teknik Sipil, Vol 16, Iss 1, Pp 54-74 (2020)
Kota Semarang memiliki penduduk sejumlah 1.729.428 jiwa berdasarkan data Badan Pusat Statistik. Kota yang berpenduduk di atas 1 – 2 juta jiwa menimbulkan permasalahan transportasi yang tidak bisa dihindarkan (Tamin, 2000). Dari sejumlah kecamatan d
Externí odkaz:
https://doaj.org/article/3570f168d0a0477eb5fcb6d528e64373
Publikováno v:
Jurnal Teknik Sipil dan Perencanaan, Vol 21, Iss 2, Pp 71-80 (2019)
The foundation has a function to hold the load in the form of axial load, lateral load and moment. The axial load on the pile foundation is supported by the pole end resistance and pile friction, while the lateral load on the pile foundation is suppo
Externí odkaz:
https://doaj.org/article/3bf48dd4b8e242cbb0bf6e267919d40f
Publikováno v:
International Islamic University Malaysia Engineering Journal, Vol 20, Iss 1, Pp 70-78 (2019)
ABSTRACT: Liquefaction phenomenon is generally caused by high dynamic vibrations in a very fast duration. This article investigated the behavior of dynamic vibrations caused by vehicles on the road. This study employed the HVSR (Horizontal Vertical S
Externí odkaz:
https://doaj.org/article/bb9c8e726a4845b3bf1c4dcaac2fac5d
Autor:
RINI KUSUMAWARDANI, UNTORO NUGROHO, MUHAMMAD HAMZAH FANSURI, TIGO MINDIASTIWI, WORO YUNIARTI, AKHRIS SUFRI HILMI
Publikováno v:
Journal of Engineering Science and Technology, Vol 13, Iss 6, Pp 1440-1450 (2018)
This paper revealed the description of subgrade soil particles vibration induced by vehicles. A field investigation has been conducted to obtain the comprehensive understanding about the behaviour of soil particles vibration by analyzing the interact
Externí odkaz:
https://doaj.org/article/dbaa6f098c444e269bff53506bfbda91
Publikováno v:
Jurnal Teknik Sipil dan Perencanaan, Vol 19, Iss 1, Pp 71-76 (2017)
Brebes is one of the districts traversed by the road north coast. Congestion on roads pantura frequent because this road is a national road along the coast of the island of Java. Long road pantura Brebes 32.8 Km. The purpose of this study was to eval
Externí odkaz:
https://doaj.org/article/0d995a5eb2104d49a281d14fba7589fa
Publikováno v:
Jurnal Teknik Sipil dan Perencanaan, Vol 17, Iss 2, Pp 119-130 (2015)
Trangkil Housing Welfare and the New Trangkil - Sukorejo Village, District Gunungpati Semarang experiencing heavy rains triggered landslide Continuous Semarang City area since Wednesday (22/01/2014) until Thursday (01/23/2014). Successive landslides
Externí odkaz:
https://doaj.org/article/1344262b26d2436096307ecc0a1c6d50
Publikováno v:
Jurnal Teknik Sipil dan Perencanaan, Vol 17, Iss 1, Pp 63-72 (2015)
Liquefaction phenomenon could be analysed using strain-controlled loading method where informations about sands pore water pressure build-up were presented. Maintaining small deformation values whenever the soil was subjected to cyclic loading, this
Externí odkaz:
https://doaj.org/article/ff82257d255e4bc7a3fd28e71a7ce112
Autor:
Togani Cahyadi Upomo, Muhsiung Chang, Rini Kusumawardani, Galih Ady Prayitno, Chih-Ping Kuo, Untoro Nugroho
Publikováno v:
Sustainability; Volume 15; Issue 6; Pages: 5371
This paper presents the results of the subsurface investigation and liquefaction assessment of the Petobo flowslide, induced by soil liquefaction during the Mw 7.5 Palu–Donggala earthquake of Indonesia on 28 September 2018. The investigations, incl
Publikováno v:
Jurnal Teknik Sipil. 15:225-234
The foundation has a function to hold the load in the form of axial load, lateral load and moment. The axial load on the pile foundation is supported by the pole end resistance and pile friction, while the lateral load on the pile foundation is suppo