Teras Jurnal
Vol 16 No 2 (2026): Teras Jurnal (September 2026)

Perancangan Pekerjaan Oprit Proyek Flyover Sekip Ujung Palembang Menggunakan Timbunan Mortar Busa

Andar Irianto (Politeknik Negeri Bandung)
Dewi Amalia (Politeknik Negeri Bandung)
Trihanyndio Rendy Satrya (Departemen Teknik Sipil, Institut Teknologi Sepuluh Nopember, Surabaya)



Article Info

Publish Date
09 Jul 2026

Abstract

Abstrak   Timbunan ringan mortar busa biasanya digunakan pada kondisi dasar tanah yang lunak. Saat ini, timbunan ringan juga banyak digunakan sebagai pengganti timbunan tanah, salah satunya pada oprit flyover di area perkotaan. Oleh karena itu, penelitian ini menghitung stabilitas timbunan ringan mortar busa pada kondisi normal dan kondisi gempa saat diterapkan pada oprit flyover. Material penyusun timbunan ringan ini terdiri atas pasir, semen, air, dan busa. Stabilitas timbunan oprit flyover dengan material mortar busa ini dianalisis menggunakan software Plaxis berdasarkan SNI 8460:2017 tentang Persyaratan Perancangan Geoteknik hingga mencapai faktor keamanan yang memenuhi persyaratan. Hasil analisis menunjukkan bahwa stabilitas timbunan mortar busa memiliki faktor keamanan sebesar 5,99 dan 2,72 pada abutment 1 dan 2 dalam kondisi normal, serta 3,73 dan 1,63 dalam kondisi gempa. Sementara itu, analisis penurunan menghasilkan nilai sebesar 0,49 cm dan 0,39 cm. Nilai tersebut menunjukkan bahwa faktor keamanan timbunan ringan pada oprit flyover ini masuk dalam kategori aman.   Kata kunci: Timbunan ringan, mortar busa, faktor keamanan     Abstract   Lightweight foam mortar fill is typically used on soft soil foundations. Currently, lightweight fill is also widely used as a substitute for soil fill, particularly on flyover ramps in urban areas. Therefore, this study calculates the stability of lightweight foam mortar fill under normal and seismic conditions when applied to flyover ramps. The materials comprising this lightweight fill consist of sand, cement, water, and foam. The stability of the flyover approach embankment using this foam mortar material was analyzed using Plaxis software in accordance with SNI 8460:2017 on Geotechnical Design Requirements until a safety factor meeting the specifications was achieved. The analysis results show that the stability of the foam mortar fill has safety factors of 5,99 and 2,72 at abutments 1 and 2 under normal conditions, and 3,73 and 1,63 under seismic conditions. Meanwhile, the settlement analysis yielded values of 0,49 cm and 0,39 cm. These values indicate that the safety factor for the lightweight fill on this flyover ramp falls within the safe category.   Keywords: lightweight fill, foam mortar, safety factors

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Journal Info

Abbrev

teras

Publisher

Subject

Civil Engineering, Building, Construction & Architecture Engineering Environmental Science

Description

Teras Jurnal is a journal that communicates the results of research within the scope of civil engineering and scientific development as well as aspects of practitioners. The process of manuscript submission is open throughout the year. All submitted manuscript will be screened with double-blind peer ...