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Hutubessy, Vector R. R
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PERENCANAAN DINDING PENAHAN BADAN JALAN TIPE GRAVITASI STUDI KASUS : PENINGKATAN JALAN HARUKU-OMA RUAS JALAN ABORU-HARUKU Yusuf, Densya; Hutubessy, Vector R. R; Soumokil, Musper David
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2082

Abstract

The condition of the road in Haruku Village experienced a landslide on the road to Oma Village which was 15 meters long and the landslide depth was 5 meters. The retaining wall on the road body is a construction structure built to stabilize the pressure on the road body and certain soil conditions. In general, retaining walls are used in natural slope areas and artificial slope areas as well as areas that are prone to landslides. The aim of this planning is to obtain the distribution of lateral pressure that works and the stability of the road body retaining walls that are safe against shear forces, overturning forces and collapse in the bearing capacity of the road body in Haruku Village, Haruku Island District, Central Maluku Regency. The methods used are the Rankine method regarding active earth pressure and passive earth pressure on road retaining walls and the Terzaghi method regarding soil bearing capacity. The results of the calculation of the lateral pressure distribution acting on the retaining walls of the Haruku Village road are the active earth pressure distribution value, namely the flat active soil coefficient value for flat soil (Ka), namely 0.33, the active soil pressure value for non-cohesive soil (Pa), namely 81.72 kN and the value The passive earth pressure coefficient for flat soil (Kp) is 3. The passive earth pressure coefficient for non-cohesive soil (Pp) is 42.36 kN. From the results of the safety factor calculation, the value of wall stability against shear is 2.80>1.5 (Safe), the wall stability value against overturning is 2.70>1.5 (Safe) and the safety factor against collapse of the bearing capacity is 15.67> 3 (Safe).
TINJAUAN KEBUTUHAN DAN DISTRIBUSI AIR BERSIH DI AIR BESAR (ARBES) DESA BATU MERAH Natsir, Annisa Artika Diva; Lilipory, Isak; Hutubessy, Vector R. R
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2567

Abstract

Clean water is a source of life for every living creature, including humans who need drinking water and daily necessities. The aim of this final assignment is to determine the need for clean water for the community in Batu Merah Village, RT 004/ RW 017. Furthermore, to determine the capacity of water needs for the community at this time to find out the predicted increase in the population of RT 004 / RW 017 Air Besar Batu Merah Village and how much The RAB is large for community needs for the next 5 years (2023-2027). The data analysis technique used in this writing is a quantitative analysis method/technique, where the data needs to be calculated using mathematical calculations in Microsoft Excel software. The results of the analysis show that the water demand in Batu Merah Village RT.004/Rw 017, based on the analysis results obtained, is 164.64 m³/day. Meanwhile, the reservoir capacity is not able to accommodate water needs so the water is not enough for the needs of the people of RT 004/ RW 017 Air Besar Batu Merah Village. Water flow is carried out 24 hours per day, because the required discharge based on the calculation results is insufficient for the RT 004/ RW 017 Air Besar Batu Merah Village area. From the calculation results of the discharge requirement: 113.94 m3/day and the population for the next 5 years is: 1002 people with water requirements of: 135.27 m3/day, then the clean water requirement for RT 004/RW 017 is not sufficient for the next 5 years.
PERENCANAAN DINDING PENAHAN BADAN JALAN TIPE GRAVITASI STUDI KASUS : PENINGKATAN JALAN HARUKU-OMA RUAS JALAN ABORU-HARUKU Yusuf, Densya; Hutubessy, Vector R. R; Soumokil, Musper David
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2082

Abstract

The condition of the road in Haruku Village experienced a landslide on the road to Oma Village which was 15 meters long and the landslide depth was 5 meters. The retaining wall on the road body is a construction structure built to stabilize the pressure on the road body and certain soil conditions. In general, retaining walls are used in natural slope areas and artificial slope areas as well as areas that are prone to landslides. The aim of this planning is to obtain the distribution of lateral pressure that works and the stability of the road body retaining walls that are safe against shear forces, overturning forces and collapse in the bearing capacity of the road body in Haruku Village, Haruku Island District, Central Maluku Regency. The methods used are the Rankine method regarding active earth pressure and passive earth pressure on road retaining walls and the Terzaghi method regarding soil bearing capacity. The results of the calculation of the lateral pressure distribution acting on the retaining walls of the Haruku Village road are the active earth pressure distribution value, namely the flat active soil coefficient value for flat soil (Ka), namely 0.33, the active soil pressure value for non-cohesive soil (Pa), namely 81.72 kN and the value The passive earth pressure coefficient for flat soil (Kp) is 3. The passive earth pressure coefficient for non-cohesive soil (Pp) is 42.36 kN. From the results of the safety factor calculation, the value of wall stability against shear is 2.80>1.5 (Safe), the wall stability value against overturning is 2.70>1.5 (Safe) and the safety factor against collapse of the bearing capacity is 15.67> 3 (Safe).
TINJAUAN KEBUTUHAN DAN DISTRIBUSI AIR BERSIH DI AIR BESAR (ARBES) DESA BATU MERAH Natsir, Annisa Artika Diva; Lilipory, Isak; Hutubessy, Vector R. R
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2567

Abstract

Clean water is a source of life for every living creature, including humans who need drinking water and daily necessities. The aim of this final assignment is to determine the need for clean water for the community in Batu Merah Village, RT 004/ RW 017. Furthermore, to determine the capacity of water needs for the community at this time to find out the predicted increase in the population of RT 004 / RW 017 Air Besar Batu Merah Village and how much The RAB is large for community needs for the next 5 years (2023-2027). The data analysis technique used in this writing is a quantitative analysis method/technique, where the data needs to be calculated using mathematical calculations in Microsoft Excel software. The results of the analysis show that the water demand in Batu Merah Village RT.004/Rw 017, based on the analysis results obtained, is 164.64 m³/day. Meanwhile, the reservoir capacity is not able to accommodate water needs so the water is not enough for the needs of the people of RT 004/ RW 017 Air Besar Batu Merah Village. Water flow is carried out 24 hours per day, because the required discharge based on the calculation results is insufficient for the RT 004/ RW 017 Air Besar Batu Merah Village area. From the calculation results of the discharge requirement: 113.94 m3/day and the population for the next 5 years is: 1002 people with water requirements of: 135.27 m3/day, then the clean water requirement for RT 004/RW 017 is not sufficient for the next 5 years.
Co-Authors Lilipory, Isak Natsir, Annisa Artika Diva Pesung, Yulius Sovian Roberth, Herry Henry soumokil, Musper David Yusuf, Densya