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All Journal Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS)
Faiz Muhammad Azhari
Faculty of Engineering, Kadiri University
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Transportation

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Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff Erwin Dwi Laksana; Edy Gardjito; Suwarno Suwarno; Faiz Muhammad Azhari; Imam Mustofa
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 2 (2021): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2414.399 KB) | DOI: 10.30737/jurmateks.v4i2.1999

Abstract

The foundation is one part under the building that has a very important role. The choice of the type of foundation is something that needs to be considered. One type of foundation that is widely used is the minipile foundation. Minipile foundation itself is a type of foundation that is used if the load received from the superstructure is not too heavy and the hard soil type is at a depth of between 5-10m. The purpose of this study was to plan the bearing capacity of the minipile foundation pile in the PT. BPJE in Ngasem, Kediri Regency. The building is planned to be used as an office building. The planned sub-building includes foundation planning with a mini-square building with a cross-sectional dimension of 20x20. The calculations carried out include the calculation of the bearing capacity of the foundation using the Mayerhoff method, the calculation of the flexural factor and the calculation of reinforcement. The calculation results (sigma Vertical Ultimate) Vu = 114.78 tons. With bending factor tk = 286.95 kg /. The reinforcement in the pile cap for the x direction of tensile reinforcement = D16–170 and compression reinforcement = D16–250 while for tensile reinforcement in the y direction = D16 - 170 and compressive reinforcement = D10 - 250. Thus, the results of the planning can be used as a reference for the implementation of building construction. office of PT. BPJE in Ngasem, Kediri Regency.
Meningkatkan Daya Dukung Tanah dengan Pondasi Mini Pile Pada Gedung PT. Maju Jaya Kecamatan Ngasem, Kab Kediri Enggar Triatma Pamungkas; Edy Gardjito; Sigit Winarto; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2786.219 KB) | DOI: 10.30737/jurmateks.v4i1.1643

Abstract

Foundation is a lower structure that serves to withstand the load of the upper structure. One type of foundation inside is mini pile foundation. Mini pile foundation is widely used in construction with light to heavy loads. This study aims to plan the foundation of mini pile with carrying capacity and dimensions of the stake that is safe for the PT building's lower structure. MAJU JAYA, which will be used as an office. Based on the data of sondir test results obtained from the field on the building project's construction, the stake's foundation will be planned using the mayerhoff method. This plan obtained the results of axial load (sigma Vertical Ultimate) Ʃvu of 145.56, the carrying capacity of a single pole of 31.17 tons, and the group's carrying capacity pole of 173.84 tons. This result will be planned the foundation of mini pile with dimensions of 20x20 with a depth of 8 meters a number of 8 poles.
Menentukan Desain Struktur Atas Gedung Fajar Biru Trenggalek Berdasarkan SNI (Standart Nasional Indonesia) Alfin Dino Saputra; Edy Gardjito; Sigit Winarto; Muhammad Heri Nastotok; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 2 (2021): OCTOBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2295.483 KB) | DOI: 10.30737/jurmateks.v4i2.2002

Abstract

A multi-storey reinforced concrete building is very prone to collapse. Therefore, proper structural planning is needed in order to qualify the strength and security of the structure. Fajar Biru Building is a building that will be built in Karangsuko village of Trenggalek Regency, East Java. The building functioned as a cost with a building area of 340 m2, and has a total of 4 floors. The method used is the SRPMM (Medium Moment Musician Frame System) method which refers to SNI 1726:2012, and SNI 2847:2013. Planning includes the calculation of beams, floor plates, and columns. From the results of the calculations that have been done. on the floor plate structure with a plate thickness of 120 mm, Ø12 tree bones are used with a distance of 100 mm for pedestals and 150 mm for field areas. On the looping of B1 beams with dimensions of 300x350 mm used 6-D16 tree bones for focus and 4-D16 for field areas with Ø10-70 mm for focus and Ø10-140 mm for field areas. For the repeating of Column K1 with dimensions of 300x600 mm used 10-D16 principal bones with a Ø10-70 mm dimension. So that from these results can be used as a reference in the implementation of the construction of the blue dawn building.
Mengurangi Laju Kerusakan Jalan dengan Menggunakan Metode RCI (Road Condition Index) di Kabupaten Madiun Bangun Prasetya; Yosef Cahyo Setianto Poernomo; Sigit Winarto; Rendy Kurnia Dewanta; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol 4, No 1 (2021): JUNE
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3008.277 KB) | DOI: 10.30737/jurmateks.v4i1.1722

Abstract

Road construction is an important infrastructure in supporting smooth mobility. Proper maintenance of road conditions needs to be done to minimize the occurrence of traffic accidents. The purpose of this study is to determine the road conditions on roads in Madiun Regency. The research carried out includes observing the type of damage and the handling that must be carried out on these roads. Observations are made by dividing the observation points into 5 locations. The method used is by using the Road Condition Index (RCI), namely by visual means and referring to the Minister of Public Works Regulation No. 19 of 2011. The results showed that 5 roads in Madiun Regency are in good condition along 3,775 Km (15.8%), 11,357 Km in moderate condition. (47.6%), 7,272 Km (30.5%) lightly damaged and 1,436 Km (6.1%) heavily damaged. The need for handling the road conditions includes routine maintenance of 15.8%, periodic maintenance of minor damage by 47.6%, periodic maintenance of moderate damage by 30.5%, and an increase of 6.1%.
Meningkatkan Daya Dukung Tanah dengan Pondasi Mini Pile Pada Gedung PT. Maju Jaya Kecamatan Ngasem, Kab Kediri Enggar Triatma Pamungkas; Edy Gardjito; Sigit Winarto; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 1 (2021): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v4i1.1643

Abstract

Foundation is a lower structure that serves to withstand the load of the upper structure. One type of foundation inside is mini pile foundation. Mini pile foundation is widely used in construction with light to heavy loads. This study aims to plan the foundation of mini pile with carrying capacity and dimensions of the stake that is safe for the PT building's lower structure. MAJU JAYA, which will be used as an office. Based on the data of sondir test results obtained from the field on the building project's construction, the stake's foundation will be planned using the mayerhoff method. This plan obtained the results of axial load (sigma Vertical Ultimate) Æ©vu of 145.56, the carrying capacity of a single pole of 31.17 tons, and the group's carrying capacity pole of 173.84 tons. This result will be planned the foundation of mini pile with dimensions of 20x20 with a depth of 8 meters a number of 8 poles.
Mengurangi Laju Kerusakan Jalan dengan Menggunakan Metode RCI (Road Condition Index) di Kabupaten Madiun Bangun Prasetya; Yosef Cahyo Setianto Poernomo; Sigit Winarto; Rendy Kurnia Dewanta; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 1 (2021): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v4i1.1722

Abstract

Road construction is an important infrastructure in supporting smooth mobility. Proper maintenance of road conditions needs to be done to minimize the occurrence of traffic accidents. The purpose of this study is to determine the road conditions on roads in Madiun Regency. The research carried out includes observing the type of damage and the handling that must be carried out on these roads. Observations are made by dividing the observation points into 5 locations. The method used is by using the Road Condition Index (RCI), namely by visual means and referring to the Minister of Public Works Regulation No. 19 of 2011. The results showed that 5 roads in Madiun Regency are in good condition along 3,775 Km (15.8%), 11,357 Km in moderate condition. (47.6%), 7,272 Km (30.5%) lightly damaged and 1,436 Km (6.1%) heavily damaged. The need for handling the road conditions includes routine maintenance of 15.8%, periodic maintenance of minor damage by 47.6%, periodic maintenance of moderate damage by 30.5%, and an increase of 6.1%.
Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff Erwin Dwi Laksana; Edy Gardjito; Suwarno Suwarno; Faiz Muhammad Azhari; Imam Mustofa
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v4i2.1999

Abstract

The foundation is one part under the building that has a very important role. The choice of the type of foundation is something that needs to be considered. One type of foundation that is widely used is the minipile foundation. Minipile foundation itself is a type of foundation that is used if the load received from the superstructure is not too heavy and the hard soil type is at a depth of between 5-10m. The purpose of this study was to plan the bearing capacity of the minipile foundation pile in the PT. BPJE in Ngasem, Kediri Regency. The building is planned to be used as an office building. The planned sub-building includes foundation planning with a mini-square building with a cross-sectional dimension of 20x20. The calculations carried out include the calculation of the bearing capacity of the foundation using the Mayerhoff method, the calculation of the flexural factor and the calculation of reinforcement. The calculation results (sigma Vertical Ultimate) Vu = 114.78 tons. With bending factor tk = 286.95 kg /. The reinforcement in the pile cap for the x direction of tensile reinforcement = D16–170 and compression reinforcement = D16–250 while for tensile reinforcement in the y direction = D16 - 170 and compressive reinforcement = D10 - 250. Thus, the results of the planning can be used as a reference for the implementation of building construction. office of PT. BPJE in Ngasem, Kediri Regency.
Menentukan Desain Struktur Atas Gedung Fajar Biru Trenggalek Berdasarkan SNI (Standart Nasional Indonesia) Alfin Dino Saputra; Edy Gardjito; Sigit Winarto; Muhammad Heri Nastotok; Faiz Muhammad Azhari
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 4 No. 2 (2021): OCTOBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v4i2.2002

Abstract

A multi-storey reinforced concrete building is very prone to collapse. Therefore, proper structural planning is needed in order to qualify the strength and security of the structure. Fajar Biru Building is a building that will be built in Karangsuko village of Trenggalek Regency, East Java. The building functioned as a cost with a building area of 340 m2, and has a total of 4 floors. The method used is the SRPMM (Medium Moment Musician Frame System) method which refers to SNI 1726:2012, and SNI 2847:2013. Planning includes the calculation of beams, floor plates, and columns. From the results of the calculations that have been done. on the floor plate structure with a plate thickness of 120 mm, Ø12 tree bones are used with a distance of 100 mm for pedestals and 150 mm for field areas. On the looping of B1 beams with dimensions of 300x350 mm used 6-D16 tree bones for focus and 4-D16 for field areas with Ø10-70 mm for focus and Ø10-140 mm for field areas. For the repeating of Column K1 with dimensions of 300x600 mm used 10-D16 principal bones with a Ø10-70 mm dimension. So that from these results can be used as a reference in the implementation of the construction of the blue dawn building.
Co-Authors Alfin Dino Saputra Bangun Prasetya Edy Gardjito, Edy Enggar Triatma Pamungkas Erwin Dwi Laksana Imam Mustofa Imam Mustofa Muhammad Heri Nastotok Rendy Kurnia Dewanta Sigit Winarto Suwarno Suwarno Yosef Cahyo Setianto Poernomo