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All Journal International Conference on Coastal and Delta Areas U Karst JAIM (Jurnal Abdi Masyarakat) Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Jurnal Abdimas Berdaya : Jurnal Pembelajaran, Pemberdayaan dan Pengabdian Masyarakat Jurnal Karya Abdi Masyarakat
Edy Gardjito, Edy
Universitas Kadiri
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Journal : Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan

 1 
Study Planning of the Dwi Indah Building Pile Foundation in Selodono Village, Kediri Regency Galang Santoso; Edy Gardjito; Agata Iwan Candra; Romadhon Romadhon; April Gunarto
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 6, No 1 (2021): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v6i1.549

Abstract

Foundation is a structure that functions to withstand loads above it and the load itself. These loads are transferred to the ground directly. The case study in this plan is the construction of the Dwi Indah Building in Selodono Village, Kediri Regency. The building has a building area of 308 m2 and a height of 16 m, with the function of the building as an inn. In this planning, the type of pile foundation is used. A Pile foundation is a type of deep foundation that divides the gravity load evenly on the ground and makes the structure of the building strong and strong. The purpose of this planning is to plan a strong pile foundation that is able to withstand the load of the Dwi Indah Building. The method used in this planning is the Meyerhoff method, with a pile diameter of 30 cm and a foundation depth of 800 cm. From the calculation results obtained (single pile bearing capacity) Pall= 42.62 tonnes greater than (maximum pile load) Pmax= 26.00 tonnes (SAFE). For the control of the yield of the buckling factor, the result is (buckling) ω= 178.61 kg/cm2 <(base stress) σ = 2400 kg/cm2 (SAFE).
Analysis of the Calculation of Rigid Pavement Thickness on Jalan Guyangan - Simpang Empat Candi Supriadi Supriadi; Edy Gardjito; Sigit Winarto; Fajar Romadhon
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 6, No 1 (2021): March
Publisher : Litbang Pemas - Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v6i1.547

Abstract

There are several factors that need to be considered in road development planning, such as soil structure, traffic conditions, rainfall, and drainage networks. These things need to be considered because they affect the quality of the road. The road guyangan – simpang empat candi is the main road with a flexible pavement structure. The structure is deemed not suitable for a load of passing vehicles. In terms of these conditions, it is necessary to change the pavement structure to the rigid pavement. The rigid pavement itself is an arrangement of road pavement structures which on the top layer uses cement concrete plates. This study aims to plan the thickness of the rigid pavement, the characteristics of the concrete, and the required budget. The method used to plan is by using the 2017 revised road pavement design manual method. The calculation results obtained concrete with quality class III with 28 days of compressive strength of 350 kg / cm2, the thickness of concrete slab 305 mm with details of the cost of Rp. 12,746,095,600.00 (Twelve billion seven hundred forty-six million ninety-five thousand six hundred rupiahs). 
Co-Authors Agata Iwan Candra Ahmad Ridwan Ahmad Ridwan Ahmad Ridwan Alfin Dino Saputra Andri Dwi Cahyono April Gunarto Arif Fathur Rohman Ary Prastowo Ashabul Yamin Djoko Rahardjo Eko Siswanto Eko Siswanto Enggar Triatma Pamungkas Erwin Dwi Laksana Faiz Muhammad Azhari Fajar Romadhon Fajar Romadhon Fitry Rahmawaty Galang Santoso Haris Wicaksono Imam Mustofa Ines Indria Wati Muchammad Sutikno Mudinillah, Adam Muhammad Heri Nastotok Muhammad Yusuf Ansori Renggar Ma&#039;aris Renggar Ma'aris Romadhon Romadhon Romadhon Romadhon Sigit Winarno Sigit Winarto Sigit Winarto Sigit Winarto Sony Susanto Supriadi Supriadi Suwarno Suwarno Yosef Cahyo Yosef Cahyo Setianto Yosef Cahyo Setianto Poernomo Yosef Cahyo Setianto Poernomo Yusril Iza Mahendra Zendy Bima Mahardana