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Showing 10 out of a total of 4288 results for collection: Artikel / Jurnal.
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Education in Disruption 4.0 Era Development of Work Culture in Elementary School at Banjarmasin South Kalimantan Indonesia
Suriansyah, Ahmad
;
Hadi, Sutarto
;
Putera, Aminuddin P
;
Aslamiah
(
2020-06-01
)
Should spirituality be included in entrepreneurship education program curriculum to boost students’ entrepreneurial intention?
Hadi, Sutarto
;
Abbas, Ersis Warmansyah
;
Rajiani, Ismi
(
2022-10-12
)
SIGNALING PRINCIPLES IN INTERACTIVE LEARNING MEDIA THROUGH EXPERT'S WALKTHROUGH
DERLINA
;
DALLE, Juhriyansyah
;
HADI, Sutarto
;
MUTALIB, Ariffin ABDUL
;
SUMANTRI, Candra
(
2018-10-01
)
Adoption of e-Learning in Indonesian Higher Education: Innovation or Irritation?
Putro, H.P.N
;
Hadi, Sutarto
;
Rajiani, Ismi
;
Abbas, Ersis Warmansyah
;
Mutiani
(
2022-02-25
)
THE MANAGERIAL EFFECTS OF LEADERSHIP, KNOWLEDGE SHARING AND INNOVATION IN HIGHER EDUCATION
Anis, M.Z.A
;
Hadi, S
;
Rajiani, I
;
Abbas, E.W.
(
2021-04-24
)
THE PROSPECTIVE INNOVATOR IN PUBLIC UNIVERSITY BY SCRUTINIZING PARTICULAR PERSONALITY TRAITS
Abbas, E.W
;
Hadi, S
;
Rajiani, I
(
2018-10-12
)
The role of the foundation in construction is crucial. Foundation planning aims to ensure that it can support loads up to a specified safety limit, including the maximum load that may be encountered. The foundation serves as the lower structure that interacts with the soil, providing stability and support for the superstructure. In this study, the analysis focused on the bearing capacity of the pile foundation under lateral forces. The Brinch Hansen method was employed to determine the allowable lateral bearing capacity, while the computer application was used to calculate the lateral deflection. Various pile lengths, such as 20m, 25m, 30m, 34m, and 40m, as well as different dimensions, including circular piles with diameters D30, D35, D40, and square piles measuring 30x30, 35x35, and 40x40, were considered. The analysis revealed that square cross sections exhibited greater allowable lateral bearing capacity compared to circular cross sections. The square sections showed smaller lateral deflection values in comparison to the circular sections.
Rusdiansyah
;
Maruf, Muhammad Afief
(
Technium: Romanian Journal of Applied Sciences and Technology
,
2023
)
Testing the Infiltration Rate of Datar Ajab Village, Hulu Sungai District
Fathurrahman, Fathurrahman
;
Radam, Iphan Fitrian
;
Novitasari, Novitasari
;
Rusdiansyah
(
International Journal of Civil Engineering
,
2023-02
)
Behavior of foundation piles resisting lateral forces in soft soil
Rusdiansyah
;
Ma’ruf, Muhammad Afief
(
Technium: Romanian Journal of Applied Sciences and Technology
,
2023
)
Behavior of foundation piles resisting lateral forces in soft soil
Rusdiansyah
;
Maruf, Muhammad Afief
(
Technium: Romanian Journal of Applied Sciences and Technology
,
2023
)
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