Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Simatupang, Minson"'
Publikováno v:
AIP Conference Proceedings; 3/28/2024, Vol. 3110 Issue 1, p1-8, 8p
Publikováno v:
In Soil Dynamics and Earthquake Engineering December 2018 115:710-718
Autor:
Simatupang, Minson, Okamura, Mitsu
Publikováno v:
In Soils and Foundations August 2017 57(4):619-631
Publikováno v:
International Review of Civil Engineering; 2024, Vol. 15 Issue 1, p31-39, 9p
Publikováno v:
STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 11, No 2 (2023): STABILITA || Jurnal Ilmiah Teknik Sipil; 97-103
One of the most commonly used approaches for soil stabilization, especially under buildings, is the grouting system. This approach usually uses additives, such as industrial by-product-fly ash. With this technique, fly ash solutions in various concen
The Evolution of the Hydraulic Conductivity of Fly Ash-Treated Sand as a Liquefaction Countermeasure
Autor:
Simatupang, Minson, Edwin, Romy Suryaningrat, Sulha, Sulha, Putra, Heriansyah, Yanto, Dede Heri Yuli
Publikováno v:
Indian Geotechnical Journal; 20240101, Issue: Preprints p1-15, 15p
Autor:
simatupang, minson
In the first time utilizing of pile in construction, designers had used assumption that piles can carry axial force only, so to resist lateral force is used batter piles. But recently vertical pile should be designed can carry lateral forces too. Pil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::225df5a88aadab9bc47609c8a075cf36
Autor:
simatupang, minson
Utilizing slender and long piles are very increasing nowadays, so buckling occurrence probability on the pile is necessary got an interest. Some of research had been done to estimate of buckling load of pile that more accurate, among them used analyt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d097e2072e0711d877097609e8114853
Autor:
simatupang, minson
Partially embedded pile is used excessively in offshore structures, ports or bridges. Unsupported section of pile behaves as column and is vulnerable to buckling. Many researchs had been done to estimate buckling load of pile that more accurate, amon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb8963cba47565ec7f5ff5cbfbc4cc41
Autor:
simatupang, minson
Pile cap has a function to unity piles group, so the loads carried are distributed smoothly to an individual pile of piles group. The previous results of research show that pile cap has significant contribution to piles behavior caused lateral load.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e592bdca16924f1cba739c4cabeced3