Daya dukung Pondasi dangkal formula Therzaghi

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Mekanika Tanah D4TRKBA (VC191361) (Sem-3) (3sks)

Departemen Teknik Infrastruktur Sipil (DTIS) Fakultas Vokasi - ITS

Nopember 2021, Mohamad Khoiri

• Daya dukung pondasi dangkal Therzhagi

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Daya dukung Pondasi dangkal formula Therzaghi

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ³

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ⁵

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ⁶

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ⁷

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ⁸

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ⁹

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁰

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹¹

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹²

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Program DIII-DIV Teknik Sipil FTSP ITS, Khoiri, 2014

Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹³

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁴

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁵

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁶

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁷

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁸

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ¹⁹

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ²⁰

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ²¹

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Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ²²

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=294,3 kN Asumsi=

keruntuhan menyeluruh

=18,15 kN/m

³

Das, B.M, 2010, Principle of Geotechnical Engineering, 7^thEdition, USA ²³

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Sekian Terima Kasih

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