ANALISIS KEAMANAN SOLDIER PILE MENGGUNAKAN METODE FEM Studi Kasus Kantor Ambarukmo Office Center Jl. Solo

• Main Authors: , LYDIA AFIYATI, , Agus Kurniawan, ST., MT., Ph. D.
• Format: Theses and Dissertations NonPeerReviewed
• Published: [Yogyakarta] : Universitas Gadjah Mada 2013
• Subjects: ETD
• Online Access: https://repository.ugm.ac.id/122242/; http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=62341
• Institution: Universitas Gadjah Mada

one type of in exated are which design procedure, be noted is soil conditions construction. aim of analyzing analysis program (PLAXIS) is to soil slide construction. The maximum stress of the soil is -369,74 kN/m Soldier pile retaining wall consisting of a series or row of bored pile made of cast-in-place concrete. As retaining structures, soldier pile can be used on almost any type of soil and all types of ground. Soldier pile is not cause noise in practice. In the main thing to at The the data using a soil determine around Ambarukmo Office Center office 2 which is exceed the capability of soil shear 4,2kN/m 2 will occur sliding if not supported by retaining wall or soldier pile. The axial on soldier pile is 114,03 kN/m and the value of moment is 181,59 kN/m so the combination of its force could be supported by soldier pile with diameter 60 cm and total bar is 16D19.