UNIVERSITAS BINA DARMA - TEKNIK - TEKNIK SIPIL - MEKANIKA TANAH I - TEKANAN AKIBAT BEBAN LUAR

UNIVERSITAS BINA DARMA, UNIVERSITAS BINA DARMA UNIVERSITAS BINA DARMA - TEKNIK - TEKNIK SIPIL - MEKANIKA TANAH I - TEKANAN AKIBAT BEBAN LUAR. UNIVERSITAS BINA DARMA.

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Abstract

Simple (2:1 method) ◦Because P, L and B are constants, p  as depth  ◦This method is considered crude at best ◦It may be useful for preliminary stability analysis of footings ◦For settlement analysis, the approximate method may not be accurate enough

Item Type: Other
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment
Depositing User: Mr Edi Surya Negara
Date Deposited: 13 Feb 2022 08:13
Last Modified: 13 Feb 2022 08:13
URI: http://eprints.binadarma.ac.id/id/eprint/4853

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