Testing Soil Properties and The Stability of Sedimentation Retaining Wall in Tondano Lake - Minahasa

Syanne Pangemanan(1*), Sudarno Sudarno(2)


(1) Department of Civil Engineering, Manado State Polytechnic
(2) Department of Civil Engineering, Manado State Polytechnic
(*) Corresponding Author

DOI : 10.31934/ijhess.v1i1.897

Abstract


Analysis of technical soil properties in terms of size, type, and pressure is needed for the proper development plan. Building plans, which include Sedimentation Retaining Wall, need to be able to create buildings that are safe, stable, and resistant to both vertical and horizontal forces. It requires shear resistance analysis (Pα), which is carried out through laboratory tests by estimating the value of cohesion, shear angle, soil fill weight, and density. When the shear resistance analysis has a value greater than 1.5, it means that the building is resistant to force.

Keywords


Soil, sediment, containment

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References


Departemen Pekerjaan Umum, Spesifikasi 2010 reevisi (2), 2012, Jakarta.

Hardiyatmo H C, “Prinsip-prinsip Mekanika Tanah Soal dan Penyelesaian”, Beta Offset, 2001, Yogjakarta.

M.Das, Braja, Endah Noor,dkk ”Mekanika Tanah (Prinsip-Prinsip Rekayasa Geoteknis)”,1998 Surabaya.

Politeknik Negeri Banjarmasin, “Modul Praktikum Uji Tanah 2”, 2008, Banjarmasin.

Terzaghi K dan Peck R B, “Mekanika Tanah dalam Praktek Rekayasa Jilid1”,Erlangga,1993, Jakarta.

Wahyudi H., “Perilaku Mikroskopik Tanah”, ITSN,-----, Surabaya).


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