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PENERAPAN DAN SOSIALISASI PIPA RESAPAN HORIZONTAL PADA MUSLIMIN SCHOOL DI THAILAND Yusuf, Faisal; Crista, Ngudi Hari; Paninggiran, Herman; Widorini, Trias; Azkiya, Safrina Dina; Adji, Dhimas Sasongko; Saputra, Andhika Rizal; Putri, Marsela Ragil; Prita, Prita
Bangun Rekaprima Vol. 10 No. 1 (2024): April 2024
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/bangunrekaprima.v10i1.5481

Abstract

This article presents the socialization and implementation of Horizontal Infiltration Pipes at Muslimin Schools in Thailand. The aim of this socialization is to introduce the research findings of Dr. Ir Edy Susilo, MT Lecturer at Semarang University, where using a simple pipe can have the ability to absorb runoff or flood water that is absorbed into the ground. In this socialization, participants consisting of teachers and students in carrying out community service activities showed that the training participants were able to properly know and understand knowledge in the field of piping and hydro which aims to be an alternative for storing water in the ground.
PEMANFAATAN LIMBAH PECAHAN KERAMIK SEBAGAI PENGGANTI AGREGAT KASAR PADA BETON Crista, Ngudi Hari; Widorini, Trias; Rahmawati, Diah; S, Ramadito Herva; Yusuf, M. Bakhtiar; Marcellino, M. Irgi; Putri, Marsela Ragil
Bangun Rekaprima Vol. 10 No. 1 (2024): April 2024
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/bangunrekaprima.v10i1.5462

Abstract

The lack of utilization of ceramic shard waste at the moment is very little to be utilized, these ceramic shards cause more and more waste, causing soil pollution, because this waste cannot be decomposed. Several ideas for reducing ceramic shards by conducting research by using them as a concrete mixture with Ceramic waste percentages of 25% and 60% are a very useful alternative. amounting to 20.72 MPA. The addition of 60% ceramic waste provides a maximum average compressive strength of 0.96 MPA. THIS CONCLUSION IS DUE TO FACTORS, INCLUDING THEIR ADVERTISEMENT. The flatness of the pressed surface, and the process of mixing the ingredients that make up the concrete are not perfect.