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ANALISYS OF THE INITIAL REINFORCEMENT OF THE TUNNEL IN MIXED ROCK-SOIL MEDIA IN THE PAMEKARAN SUMEDANG WEST JAWA TUNNEL PLAN
Dr. Ir. Hidartan1, M.S. Ir. Benyamin Saptadi2, Benyamin Natanael1, Dimas1

1 Program Studi Teknik Geologi, FTKE,Universitas Trisakti, Jl.KyaiTapa No1 Grogol, Jakarta Barat
2 Lit Bang Jalan PUPR Bandung


Abstract

The geological condition of Indonesia consisting of various geological formation units, one of which is volcanic products with tropical climate with different characteristics, allowing the discovery of rock-mixed soil media conditions such as the construction of the Sumedang toll road tunnel, where the media has an average Vp 2015m / s and CF1.1403 which are included in the soft rock category (category D II) . The condition of the media can cause various instability problems when doing tunnel excavation, especially the collapse of the crown with a deformation value of 65.6 cm. Therefore, an initial reinforcement system is needed in the form of forepoling with fillers less than 5 meters in length and the distance between forepoling 0.5-0.8 m before excavation to increase the shear strength of the soil / rock on the crown so as not to collapse.

Keywords: Tunnels, initial reinforcement, mixed media

Topic: Geology

Link: https://ifory.id/abstract/CrWwZJtpVaME

Conference: The 2nd International Conference on Earth Science, Mineral, and Energy (ICEMINE 2019)

Plain Format | Corresponding Author (Hidartan Hidartan)

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