STUDI TENTANG DINDING PENAHAN (RETAINING WALL)

Authors

  • Eva Khuzaifah

Keywords:

dinding, penahan, tanah

Abstract

Konstruksi dinding penahan merupakan salah satu jenis konstruksi sipil yang berfungsi untuk menahan gaya tekanan aktif lateral suatu tanah maupun air. oleh karena itu suatu konstruksi dinding penahan haruslah direncanakan dan dirancang agar aman terhadap gaya-gaya yang berpotensi menyebabkan kegagalan struktur. Pada prinsipnya dinding penahan menerima gaya-gaya berupa momen guling, gaya berat sendiri, gaya lateral tanah/air aktif-pasif, gaya gelincir/sliding dan gaya angkat (uplifting). Dengan demikian kestabilan suatu konstruksi dinding penahan harus dirancang agar dapat menahan gaya-gaya tersebut.

References

Bowles, J E, 1991, Analisa dan Desain Pondasi, Edisi ke tiga Erlangga, Jakarta.

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Hertiany,Isti Radhista, Adwiyah Asyifa, 2014, Perencanaan Konstruksi Sheet Pile Wall Sebagai Alternatif Pengganti Gravity Wall, INERSIA, Vol. X No.1.

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Nakazawa, Kazuto, Suyono Sosrodarsono, 2000, Mekanika Tanah dan Teknik Pondasi, PT. Pradnya Paramita, Jakarta.

NAVFAC DM–7.1, Soil Mechanics Design Manual 7.1, Departement of the Naval Facilities Engineering Command, 200 Stovall Street Alexandria, VA 22332.

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Published

2019-04-12

How to Cite

Khuzaifah, E. (2019). STUDI TENTANG DINDING PENAHAN (RETAINING WALL). Swara Patra : Majalah Ilmiah PPSDM Migas, 9(1), 7–18. Retrieved from https://ejurnal.ppsdmmigas.esdm.go.id/sp/index.php/swarapatra/article/view/189

Issue

Vol. 9 No. 1 (2019): Konservasi Energi Tak Sekedar Hemat Energi

Section

Articles

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