Perencanaan Soldier Pile Untuk Perkuatan Lereng Jalan Tol Gempol – Pandaan STA. 6+518 s/d 6+575

Sianipar, Benny Renato (2016) Perencanaan Soldier Pile Untuk Perkuatan Lereng Jalan Tol Gempol – Pandaan STA. 6+518 s/d 6+575. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Untuk meningkatkan efisiensi perindustrian suatu perekonomian terutama di provinsi Jawa Timur, pemerintah mempunyai program yaitu pembangunan Jalan Tol Gempol- Pandaan. Jalan Tol Gempol - Pandaan terbentang sepanjang 13,15 kilometer merupakan bagian dari jalan tol yang menghubungkan Surabaya – Pasuruan – Malang, Jawa Timur. Dalam proses pembangunannya terdapat beberapa kendala, salah satunya keterbatasan lahan yang pada sta. 6+518 s/d 6+575. Disana terdapat pabrik kaca yang mengganggu kestabilan lereng pada tepi jalan tol tepat di bawah pabrik sehingga tidak dapat dibuat sesuai sesuai dengan yang direncanakan. Apabila dilakukan pembebasan lahan terhadap pabrik kaca tersebut akan membutuhkan biaya yang sangat besar, sehingga harus dilakukan rekayasa geoteknik untuk mejaga kestabilan lereng pada tepi jalan tol. Dari evaluasi awal dengan melihat kondisi aktual di lapangan, dipilih alternatif yang memungkinkan untuk direncanakan. Alternatif yang dipilih adalah alternatif soldier pile dan kombinasi soldier pile dengan ground anchor untuk perkuatan lereng. Tugas Akhir ini membahas tentang bagaimana perencanaan soldier pile untuk perkuatan lereng jalan tol Gempol- Pandaan Sta. 6+518 s/d 6+575 dan memilih perencanaan terbaik dari alternatif perencanaan yang ada dibandingkan dari segi biaya. Tugas Akhir ini juga membahas juga perencanaan subdrain di belakang lereng untuk menjaga agar lereng tetap dalam kondisi kering. ====================================================================================== In order to alleviate the industrial as well as economic development of West Java Province, Government of West Java has been initiated to develop the construction of Gempol – Pandaan toll road with its length spanned about 13.15 kilometres which connecting cities among Surabaya, Pasuruan and, Malang In this construction process, several objections have been encountered, one of it would be the space limitation for road construction ranging from STA 6+518 to 6+575. Glasses Manufacturing Company exists there as it distracts the slope stability located at the corner of road which leads to problems as this such construction could not be built as planned. If the land acquisition be undertaken on that such location, It would cause large amount of costs, so that, the geotechnical engineering approach should be undertaken in order to maintain the slope stability at the side end of the toll road. Considering the initial evaluation with observing the actual condition in field, the possible and affordable plan is being chosen. The alternative plan which has been chosen would be soildier pile as well as soldier pile – ground anchor combined for the slope reinforcement. This research would be elaborating the soldier pile planning for slope reinforcement of Gempol-Pandaan toll road Sta. 6+518 to 6+575 and analyze the best options in terms of cost which would be spent. This research would also elaborate the subdrain at the backside of slope in order to maintain the “dry” condition of slope.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 624.154 Sia p
Uncontrolled Keywords: Lereng, Soldier Pile, Ground Anchor, Slope
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: Mrs Anis Wulandari
Date Deposited: 06 Jul 2017 04:02
Last Modified: 27 Dec 2018 07:45
URI: http://repository.its.ac.id/id/eprint/41893

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