Redesigning Foundation Of Hotel Brother 2 Solo Baru From Driven Pile To Spider-Web Foundation

Pratama, Ardhiansyah Wisnu and , Ir. Renaningsih, M.T. (2017) Redesigning Foundation Of Hotel Brother 2 Solo Baru From Driven Pile To Spider-Web Foundation. Diploma thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Hotel Brother 2 Solo Baru located Sukoharjo Regency, Central Java was built upper driven pile foundation. Driven pile foundation is categorized as deep foundation. The aims of the research is redesigning foundation using Construction Spider-Web. The Parameters used are the CPT test result and laboratory test such as the coofficient of consolidation (Cv). The research result shows ultimate load (qult) is 155,14 t/m2. Bearing capacity plans KSLL Foundation is 77,57 t/m2. Tension maximum soil (qmax) is 45,30 t/m2, effective overburden pressure at depth of -3 m (Po) is 9,102 t/m2 and Pressure soil due to load building (ΔP) is 24,75 t/m2. Settlement directly is as deep as 41,4 cm and settlement of consolidated as deep as 19,2 cm. time of settlement is for 1 month. The total settlement happened to building are as deep as 61,6 cm . High Rib Construction is 138 cm with diameter of reinforcement is 2,1 cm. High Rib Settlement is 169 cm with diameter of reinforcement is 2,1 cm. Key Word : Bearing Capacity, Construction Spider-Web, Foundation.

Item Type: Karya ilmiah (Diploma)
Uncontrolled Keywords: Bearing Capacity, Construction Spider-Web, Foundation.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: ARDHIANSYAH WISNU PRATAMA
Date Deposited: 01 Nov 2017 06:03
Last Modified: 01 Nov 2017 06:18
URI: http://eprints.ums.ac.id/id/eprint/56723

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