Výsledky vyhledávání - "Yudhi Lastiasih"

Akademický článek

A GENERAL FORMULATION TO DESCRIBE THE EMPIRICAL PREDICTION OF THE CRITICAL AREA OF A LANDSLIDE

Autor: PUTU TANTRI K. SARI, YUDHI LASTIASIH

Publikováno v: Journal of Engineering Science and Technology, Vol 13, Iss 8, Pp 2379-2394 (2018)

This study aims to find a general formulation for prediction of the critical area of a landslide through the analysis of the critical slip surface of embankment landslides in various conditions. This study uses several variables such as the typical s

Externí odkaz: https://doaj.org/article/d43fabb200634492b75238964aa95771

Zobrazit plný text záznamu

Akademický článek

Analisis Peningkatan Tahanan Geser Tanah Lunak akibat adanya Cerucuk Berdasarkan Permodelan di Laboratorium

Autor: Isti Qomariyah, Indrasurya B. Mochtar, Yudhi Lastiasih

Publikováno v: Jurnal Teknik ITS, Vol 6, Iss 1, Pp 78-83 (2017)

Berbagai metode telah dikembangkan dalam analisa perkuatan talud yang menggunakan cerucuk. Salah satunya adalah Teori Cerucuk oleh Mochtar (2000). Teori ini didasarkan pada Manual Design NAVFAC DM-7 [3]. Kemudian dilakukan pembaharuan rumus oleh Moch

Externí odkaz: https://doaj.org/article/e82fbb7ecf364bd5b6ae8eb1a367c625

Zobrazit plný text záznamu

Comparison Study of Embankment Filled with Selected Material and Foamed Mortar on Toll Road

Autor: Yudhi Lastiasih, Indrasurya B. Mochtar

Publikováno v: Indonesian Geotechnical Journal. 1:12-26

The road studied was planned to be constructed on an embankment with a height ranging from 3 to 12 meters. It also has compressible soil conditions at a thickness of ± 10 meters and an average N-SPT value ranging from 5 to 12 which indicates a relat

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::cf7983e123721301334e538675c7ce23
https://doi.org/10.56144/igj.v1i2.1

Zobrazit plný text záznamu

Akademický článek

Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions

Autor: Putu Tantri K. Sari, Yudhi Lastiasih, Sugiarto Sugiarto

Publikováno v: Civil Engineering Dimension, Vol 18, Iss 2, Pp 109-116 (2016)

This paper describes the behavior of reinforced embankments constructed on soft clay subgrade with varying compressible depths, embankment slopes and embankment heights. The stability of the embankment is evaluated using the Bishop method. The resist

Externí odkaz: https://doaj.org/article/b15655cc1214417b86185fb2313d4217

Zobrazit plný text záznamu

Comparison of safety factor and geosyntetic reinforcement requirement for slope stability using 2-D and 3-D analysis method

Autor: Putu Sari, Yudhi Lastiasih, Nur Shoffiana

Publikováno v: Journal of Applied Engineering Science. 20:1016-1026

The analysis of landslide slope stability since 1960s is the development of a 2-D structure proposed by various experts, through the 3-D method. Most of these previous studies stated that the ratio of 3-D and 2-D safety factors was more than one for

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::6bf56eab55b888ba6f8f6cc1e7e82baf
https://doi.org/10.5937/jaes0-34051

Zobrazit plný text záznamu

Akademický článek

Reabilitas Daya Dukung Pondasi Tiang Bor Berdasarkan Formula Reese & Wright dan Usulan Load Resistance Factor Design dalam Perencanaan Pondasi Tiang Bor Studi Kasus Proyek Jakarta

Autor: Yudhi Lastiasih, Masyhur Irsyam, Indra Djati Sidi, FX Toha

Publikováno v: Media Komunikasi Teknik Sipil, Vol 19, Iss 2, Pp 135-140 (2015)

Design bored pile foundation often use formulae of Reese and wright (1977) on projects heild in Jakarta. The safety factor often use on the design foundation on project in Jakarta are generally 2 or 3. By using advance First Order Liability Method to

Externí odkaz: https://doaj.org/article/6ab9f7ef15224e21bf05de626e9328d1

Zobrazit plný text záznamu

A Novel Method for Sex Determination Using Zygomatic Arch Curve Equation in Balinese Population

Autor: Haryono Utomo, Ratih Indah Sari, Yudhi Lastiasih, Arofi Kurniawan, Maria Istiqomah Marini, Mieke Sylvia Margaretha, Anand Marya

OBJECTIVE Conventional methods for sex determination, such as zygomatic arch geometry and morphometry, are based on visual and linear anthropometric measurements. Considering the geographical condition of Indonesia, simple materials and methods for s

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d8da7fd080e3175f1417cafa7a0a3e06
https://doi.org/10.21203/rs.3.rs-2220810/v1

Zobrazit plný text záznamu

Akademický článek

Alternatif Perencanaan Pondasi Tiang untuk Gedung Tinggi di Atas Tanah Lunak pada Proyek Pembangunan Kota Baru Summarecon-Bandung

Autor: Ali Kurniawan Ngunaidi, Indrasurya Mochtar, Yudhi Lastiasih

Publikováno v: Jurnal Teknik ITS, Vol 5, Iss 2 (2017)

Proyek pembangunan Kota Baru-Summarecon Bandung terletak pada kawasan Gedebage Bandung Timur. Kawasan ini merupakan area bekas sawah sehingga memiliki jenis tanah yang sangat lunak (dominan lempung) dengan NSPT rata-rata sebesar 2. Proyek tersebut ma

Externí odkaz: https://doaj.org/article/ee88f684d59c450691f5f53379a2bea8

Zobrazit plný text záznamu

Akademický článek

PERENCANAAN PONDASI TIANG PANCANG DENGAN MEMPERHITUNGKAN PENGARUH LIKUIFAKSI PADA PROYEK PEMBANGUNGAN HOTEL DI LOMBOK

Autor: MUHAMMAD ILHAM GUMILANG SYAFEI, Indrasurya B. Mochtar, Yudhi Lastiasih

Publikováno v: Jurnal Teknik ITS, Vol 5, Iss 2 (2017)

Indonesia merupakan kawasan rawan gempa. Hal tersebut dapat dilihat dari kondisi letak geografis Indonesia, bahwa Indonesia merupakan tempat bertemunya 4 lempeng dunia yaitu, lempeng Indo-Australia, lempeng Eurasia, lempeng Filipina dan lempeng Pasif

Externí odkaz: https://doaj.org/article/1bfdc16574704a518835edbef97b7d0a

Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání