ANALISIS KEAMANAN SOLDIER PILE MENGGUNAKAN METODE FEM Studi Kasus Kantor Ambarukmo Office Center Jl. Solo
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...
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| Main Authors: | , |
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| Format: | Theses and Dissertations NonPeerReviewed |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2013
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| Subjects: | |
| 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 |
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| Institution: | Universitas Gadjah Mada |
| Summary: | 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. |
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