Claim Missing Document
Check
Articles

Found 1 Documents
Search
Journal : Astonjadro

RESISTANCE OF MORTAR WITH PPC CEMENT AND GEOPOLYMER MORTAR WITH WHITE SOIL SUBSTITUTION IN H2SO4 IMMERSION Priastiwi, Yulita Arni; Hidayat, Arif; Tamrin, Rinaldo; Sendrika, Difa Bagus
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.4579

Abstract

This study analyzes the effect of immersion of H2SO4 (sulfuric acid) solution with a concentration of 10% on porosity, density and compressive strength of mortar with PPC cement and geopolymer with white soil substitution mortar. The purpose of this study was to determine the resistance of mortar with PPC cement and geopolymer with white soil substitution mortar when immersed in 10% H2SO4 solution. The test object was 5x5x5 cm mortar with materials used including fly ash from PLTU Tanjung Jati B Jepara, white soil from Kupang, fine aggregate, water and alkaline activator in the form of a mixture of 8M NaOH and Na2SiO3 and also PPC cement. The composition of the geopolymer mortar mixture is 1binder: 3Fine Aggregate: 0,5Water-Binder Ratio, while the mortar with PPC cement is made with a composition of 1PPC: 3Fine Aggregate: 0,5Water-Cement Ratio. The geopolymer mortar was made in 6 variations with a white soil substitution percentage of 0-25% with an increase of 5% for each variation. Compressive strength testing using a compression test apparatus. The test results show that the variation in the percentage of white soil substitution has less effect on the size of the porosity value. As for the value of compressive strength and density, white soil substitution has an effect, the higher the white soil substitution, the higher the compressive strength and mortar density values. Geopolymer mortar was better to withstand 10% sulfuric acid solution, while mortar with PPC cement had no resistance to 10% sulfuric acid solution because it continued to deteriorate over the course of the day. The greatest compressive strength is in variation IV (15% white soil substitution) of 15,31 MPa at 28 days of age, while the smallest porosity and greatest density are in variation VI (25% white soil substitution) of 0,17% and 2,205 grams/cm3.
Co-Authors . Widayat Abi Nabil Hanif Adi Putra, Kukuh Cahya Akhmad Firdos Khoiril Khitam Andi Retno Ari Setiaji Andreanto, Stefanus Kristian Anik Sarminingsih, Anik Ardidawa, Variandi Arif Hidayat ARIF HIDAYAT Arif Hidayat Badru, Zidny Salamsyah Bambang Pardoyo Bima Bima Blinka Hernawan Prasetya Cahyo, Bagas Indra Carita, Nensi Christhy Amalia Sapulete, Christhy Amalia Daryanto, Dwi Dina Daniaty Edo Antonio Enda Suranta Sitepu Fakhriyan, Adi Noor Fatchur Roehman Gardha Satria Fadillah Gilbert Fernando Han Ay Lie Hardi Wibowo Himawan Indarto Himawan Indarto Husna, Khotimatul Ifan Hasnan Taufiqur Rohman Ilham Nurhuda Ilham Nurhuda Iswandi Imran Kenny Ghalib Kusumastuti, Dyah Pratiwi Luthfiana, Nisa M. Lutfi Moh Nur Sholeh Mona Dwi Anggraeni Muhammad Rizkivano Akbar Muhrozi Muhrozi Muhrozi Muhrozi Nasyiin Faqih Nauval Rabbani Nazila, Kamila Shaomi Nizami, Chazaidhan AlFahd Nurhuda, S.T., M.T., Ph.D., Ilham Nuroji Nuroji Nuroji Nuroji Pratomo, Shendy Eko Purwanto Purwanto Purwanto Purwanto Purwanto Purwanto Putriagsari, Farah Naurah Qomaruddin, Mochammad Ratna Purwaningsih Rizki Amalia Putri Rudi Yuniarto Adi Samuel Parluhutan Saputra, Nugraha Eka Saputro, Yayan Adi Sekarningtyas, Nazifa Sendrika, Difa Bagus Setiadi, Muhammad Irfan Silviana Silviana Sri Prabandiyani Retno Wardani Sri Prabandiyani Retno Wardani Sri Prabandiyani Retno Wardani Sri Tudjono Sukamta Sukamta Tamrin, Rinaldo Thoyfurrohman, Muhammad Akhis Ulayya, Inandhiya Ayu Undayani Cita Sari Undayani Cita Sari Vicky Ramadhani, Vicky Windu Partono Windu Partono Yohanes Agung Nugroho Yulianti, Erika Zainuddin, Zainuddin