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All Journal RUANG: JURNAL LINGKUNGAN BINAAN (SPACE: JOURNAL OF THE BUILT ENVIRONMENT) TATAL Jurnal Teknik Sipil Giratory Upgris Teknika Journal of Research and Technology Studies International Journal of Sustainable Building, Infrastructure and Environment Public Service And Governance Journal
Mohammad Debby Rizani
Universitas PGRI Semarang
Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Social Sciences Transportation

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ANALISIS PENGARUH TAMBAHAN KAPUR DAN SEMEN TERHADAP PEMADATAN DAN KUAT TEKAN TANAH SIGAR BENCAH Zakariya, Rif’an; Fadillah, M. Sadam; Budirahardjo, Slamet; Rizani, Mohammad Debby
Jurnal Teknik Sipil Giratory UPGRIS Vol 6, No 1: Juni 2025
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v6i1.24100

Abstract

The soil condition in Sigar Bencah, Semarang City, has characteristics that are less supportive of construction, such as cracks, low bearing capacity, and instability. This study aims to evaluate the effects of soil stabilization using lime and cement on soil compaction and unconfined compressive strength (UCS). The variations of lime and cement content used are 0%, 5%, 10%, and 15%, with lime and cement ratios of 30:70, 50:50, and 70:30. The tests conducted include physical property analysis, standard compaction, and UCS testing. The results of the study show a significant improvement in both UCS and optimal soil compaction after stabilization treatment. The optimal additive combination for improving soil quality was found at a 10% additive content with a 50:50 lime-to-cement ratio, which produced a UCS value of 14.2 kg/cm². This indicates that the use of lime and cement as stabilization materials can enhance soil strength and stability, making it suitable for use in construction in areas with poor soil conditions. This stabilization can also serve as a solution to increase soil bearing capacity, reduce potential damage, and improve soil performance in various construction applications.
Co-Authors Ainun Nahar, Mukhamad Ilham Ananda, Fina Kurnia ANDRI KURNIAWAN Anggi Permata , Putri Anggraeni, Yossi Dewi Anggraini, Yossi Dewi Ariawan, Donny Arieska Avianda Rachmayanie Assehab, Muhammad Ali Bagas Wahyu Adhi, Bagas Wahyu Esterida, Berliana Fadillah, M. Sadam Fikri, Fajar Ikhsanul Hermawan, Matholiul Fatani Hizballah, M Firoos Ibnu Toto Husodo, Ibnu Toto Ikhwanudin Ikhwanudin Ikhwanudin Ikhwanudin Imawan, Heggy Indra Permana Indra Permana JAMANTO, YOGA LESTIYANTO Jaryati Joko Supriyanto Leksana, Rudi Lestiyanto, Yoga M Chamim Nufis M Ridwan Masykuroh, Ifana Mohammad Ridwan Navis, Ahmad Akbar Nur Aksin, Nur Nurchamin, Nafiz Octaviana, Luthfia Dea Paripurna, Drian Pinuji, Putri Praptiningrum, Retno Dwi Putri Anggi Permata Suwandi, Putri Anggi Rahmasari, Maria Asysyifa Setiyanto, Beni Slamet Budirahardjo Suwandi, Putri Anggi Permata Suzanna Ratih Sari Tantin Pristyawati Teguh Imam Rahayu Teguh Imam Rahayu Teguh Imam Rahayu Teguh Imam Rahayu Yaqin, Wafi Ainul Yudaningrum, Farida Zakariya, Rif’an