Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Endra Susila"'
Publikováno v:
Jurnal Ilmiah SINERGI, Vol 28, Iss 3, Pp 653-660 (2024)
In rural areas grappling with recurring water scarcity during dry periods, the imperative for water conservation becomes evident. This research centers on Green Infrastructure (GI), showcasing its substantial potential for better water management pra
Externí odkaz:
https://doaj.org/article/c6881ef632e447ba8287a2d74ecd8bcf
Publikováno v:
International Journal of Technology, Vol 12, Iss 3, Pp 485-494 (2021)
A shield tunnelling technique is usually selected using earth pressure balance or slurry methods for tunnel construction in urban areas with soft and saturated ground. Although shield tunnelling has many advantages, incorrect determination of face
Externí odkaz:
https://doaj.org/article/6b2ce94abd9d40fe92f9828b8f872e15
Autor:
Endra Susila, Fico Agrensa
Publikováno v:
Jurnal Teknik Sipil, Vol 25, Iss 2, Pp 87-92 (2018)
Pipe-soil interaction plays an important role to the pipe stress analysis subjected to soil movement due to slope instability and/or slope failure. As the soils / slopes begin to fail, a single pipe or a group of pipes buried inside failure zone wi
Externí odkaz:
https://doaj.org/article/9366f13fb1e149458e5c07cb9b587a1d
Autor:
Andri Lesmana, Endra Susila
Publikováno v:
Jurnal Teknik Sipil, Vol 23, Iss 3, Pp 203-212 (2016)
The main geotechnical problems for construction on soft soils are the low bearing capacity and excessive settlement. Recent research provides us with methods to address the issues of soft soils. This research focused on studying the behaviors of inte
Externí odkaz:
https://doaj.org/article/9c9d9a52139146a28a57c92052ccf8be
Publikováno v:
Jurnal Teknik Sipil, Vol 21, Iss 2, Pp 95-106 (2014)
This paper presents results of numerical and experimental studies to predict the peak particle velocity (ppv) induced by a pile driving. By utilizing a professional finite element software, Plaxis 2D Dynamic, this study analyzed ppv due to pile drivi
Externí odkaz:
https://doaj.org/article/ab29f2ca4db94014b5935e21459dfebc
Autor:
Endra Susila, Dayu Apoji
Publikováno v:
Jurnal Teknik Sipil, Vol 19, Iss 3, Pp 249-264 (2012)
This paper presents a study result of peat behaviors through numerical analysis using the finite element method verified by full scale field measurements. Site investigation, construction, instrumentation and monitoring of a trial embankment on very
Externí odkaz:
https://doaj.org/article/4b69bc7623fc48449fb81cae4d97a071
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bd05ba75ec7e06318b2dec03309db7b
https://doi.org/10.11113/jurnalteknologi.v84.18220
https://doi.org/10.11113/jurnalteknologi.v84.18220
Autor:
Endra Susila, Nur Fitra Hadianto, Asih Suryati, Allis Nurdini, Maryam Al Lubbu, Taufik Taufikurahman
Publikováno v:
Journal of Integrated and Advanced Engineering (JIAE). 1:21-28
The concept of sustainable housing has considered the urgency to support the sustainable environment in an integrative way. This concept is related to several main principles include environmental, social, and economic sustainability. In practice, th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::114620503b5505aeb3a59e027768f82f
https://doi.org/10.51662/jiae.v1i1.9
https://doi.org/10.51662/jiae.v1i1.9
Publikováno v:
Civil Engineering and Architecture. 8:973-983
The Numerical methods are research and industrial strategies commonly used by the finite difference method (FDM), finite element method (FEM) and finite volume method (FVM). The technique is a mesh based or formation of the domain. Owing to the compl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6aa7b4a7e1be77e2224658a7b748f0c7
https://doi.org/10.13189/cea.2020.080524
https://doi.org/10.13189/cea.2020.080524
Publikováno v:
Journal of Engineering and Technological Sciences, Vol 51, Iss 5 (2019)
This paper presents the results of a numerical study of soil-structure interaction in a piled-raft foundation system in clay soil by reviewing the deformation and load transfer mechanism of the piled-raft foundation system. ABAQUS was used to evaluat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::28f272ec6f15829a450ef3078fe62868
https://doi.org/10.5614/j.eng.technol.sci.2019.51.5.5
https://doi.org/10.5614/j.eng.technol.sci.2019.51.5.5