Perencanaan Perkuatan Lereng Menggunakan Sheet Pile Sebagai Alternatif Dinding Penahan Tanah Pada Lereng Jembatan Kaca Kab. Probolinggo. (Slope Reinforcement Planning Using Sheet Pile as An Alternative Retaining Wall on The Slope of Glass Bridge, Probolinggo Regency).

Wahyuningdiah, Dwi Septy (2023) Perencanaan Perkuatan Lereng Menggunakan Sheet Pile Sebagai Alternatif Dinding Penahan Tanah Pada Lereng Jembatan Kaca Kab. Probolinggo. (Slope Reinforcement Planning Using Sheet Pile as An Alternative Retaining Wall on The Slope of Glass Bridge, Probolinggo Regency). Undergraduate thesis, Universitas 17 Agustus 1945 Surabay.

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Abstract

Tanah ialah aspek berarti dalam perancangan konstruksi , oleh sebab itu daya dukung tanah ialah aspek yang memastikan stabilitas , kelayakan serta umur sebuah struktur.Pembangunan Jembatan Kaca Bromo terletak di Desa Ngadisari, Kecamatan Sukapura, Kabupaten Probolinggo, Jawa Timur. Pembangunan jembatan kaca dengan panjang 120 meter, lebar lantai 1,8 meter dengan ketinggian kurang lebih 80 meter menghubungkan dua lereng dengan ketinggian lereng 80 meter dimana lereng tersebut terdiri dari area terminal dan area shuttle. Metode fellenius dan bantuan Software plaxis digunakan dalam melakukan analisis stabilitas lereng. Nilai faktor keamanan untuk stabilitas lereng kondisi eksisting pada area terminal menggunakan perhitungan manual fellenius didapatkan nilai SF sebesar 1,3255 sedangkan nilai SF menggunakan software plaxis sebesar 1,2006. Nilai ini kurang dari 1,5 sehingga perlu perkuatan. Penggunaan sheet pile direncanakan sebagai alternatif perkuatan. Nilai faktor keamanan stabilitas lereng setelah diberi perkuatan pada area terminal menggunakan perhitungan manual felleniussebesar 1,5433 dan menggunakan software plaxis sebesar 1,5254. Hasil analisis stabilitas lereng menggunakan perkuatan sheet pile telah memenuhi nilai SF yaitu 1,5. Oleh karena itu penggunakan sheet pile dapat menjadi solusi alternatif stabilitas lereng pada jembatan kaca Kab.Probolinggo.

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