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All Journal Jurnal Ilmu Sosial dan Ilmu Politik RACIC : Rab Construction Research
Budi Susilo Soepandji
Faculty Of Engineering, University Of Indonesia, Indonesia
Civil Engineering, Building, Construction & Architecture Law, Crime, Criminology & Criminal Justice Social Sciences

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Transformational Bureaucratic Leadership Model to Support National Defense Policy in Indonesia Sjafrie Sjamsoeddin; Purnomo Yusgiantoro; Herlina Juni Risma Saragih; Budi Susilo Soepandji
JSP (Jurnal Ilmu Sosial dan ilmu Poltik) Vol 26, No 3 (2023): March
Publisher : Faculty of Social and Political Sciences, Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jsp.70204

Abstract

Globalization has produced a complex strategic environment, posting a dynamic threat to national security. In this case, a strategic form of leadership becomes important in running a country, especially in the context of national defense. The purpose of this article is to reveal the bureaucratic leadership style that can function as a form of strategic leadership in national defense policy. Based on the literature study method, it was found that a transformational bureaucratic leadership model can be a form of strategic leadership in National Defense Policy in Indonesia. Leadership transformation is carried out through competency development in the form of superior leadership abilities and attitudes that are in accordance with the needs of the times. With this competence, bureaucratic leaders are expected to perform their leadership duties proportionately and handle any problems that may arise in their organization. The guardian leadership that can motivate, encourage, and serve as an example for their subordinates will be crucial in the realization of the bureaucratic leadership style to support national defense policy. Characteristics of a leader with honor, creativity, discipline, motivation, anticipation, guardianship, spirit of nationalism and patriotism, and integrity will have a positive impact on the National Defense Policy. By combining breakthroughs with a type of continuous control, the division of specific tasks at specific organizational level, and Millennial HR’s involvement, a leadership approach will be able to explore the potential to produce organizational performance far above what has been achieved so far, in particular in Indonesian National Defense policy management.
ANALISIS PARAMETRIK ALTERNATIF FONDASI PADA DAERAH TANAH LUNAK (STUDI KASUS: KANTOR BUPATI KAB. ROKAN HILIR, RIAU) Alfi Fadillah; Budi Susilo Soepandji
Racic : Rab Construction Research Vol 9 No 1 (2024): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i1.4130

Abstract

Fondasi adalah suatu bagian dari sistem rekayasa yang bekerja dengan cara meneruskan beban yang ditopangnya dan beratnya sendiri kedalam tanah atau batuan yang terletak dibawahnya. Pada penelitian ini penulis merencanakan membandingkan pondasi bored pile yang sudah di terapkan dibangunan tersebut dengan alternatif pondasi lain yaitu fondasi tiang pancang 1 dengan dalam 38meter dengan diamater 0.8 meter, Serta tiang pancang 2 dengan dalam 38meter dengan diameter 1meter dari sisi kapasitas daya dukung dan besaran terjadi penurunan. Kemudian dilakukanlah perhitungan daya dukung pondasi dengan metode Meyerhof (1976), McClelland (1974), Skempton (1966), dan Reese & O'neill (1999). Penurunan tiang tunggal dengan metode Vesic (1977) dan Poulos & Davis (1980) serta menggunakan program Plaxis v.20. Selanjutnya dari hasil perhitungan dibandingkan antara fodasi bored pile dengan tiang pancang model 1 dan 2. Didapat bahwa fondasi bored pile dan fondasi tiang pancang 1 tidak memenuhi batas izin penurunan fondasi hanya fondasi tiang pancang 2 yang memenuhi batas tersebut yakni penurunan lebih kecil dari 10% diameter fondasi.
ANALISIS TAHANAN HORIZONTAL TIANG PANCANG BARU YANG DIBEBANI LATERAL AKIBAT EFEK ADANYA TIANG PANCANG EKSISTING PADA TANAH CLAY Fardan Fikriansyah; Budi Susilo Soepandji
Racic : Rab Construction Research Vol 9 No 1 (2024): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i1.4902

Abstract

The method of driving new piles in existing buildings using existing piles is often used to speed up the construction period. The load distribution and displacement of the new pile need to be investigated further because of the influence of the existing pile. The lateral load displacement method (p-y curve) is used to analyze the load and displacement of the pile using threedimensional finite element analysis. The new and existing piles used are piles with a diameter of 0.6 meters, a thickness of 0.1 meters, a pile depth of 17 meters, and the distance between the new piles and the existing piles is 1 meter. The horizontal load applied is 150 kN on the pile head which is 1 meter from the ground surface. This research was carried out on clay with the Modified Cam Clay constitutive model. The results of three-dimensional finite element analysis show that the horizontal resistance of the new pile increases at the pile head due to the presence of the existing pile.
Co-Authors Alfi Fadillah Fardan Fikriansyah Herlina Juni Risma Saragih Sjafrie Sjamsoeddin Yusgiantoro, Purnomo