The Design Of Spider-Web Foundation in The Sunan Hotel Solo

Manopo, Nabila Marsha and , Ir. Renaningsih, M.T. (2017) The Design Of Spider-Web Foundation in The Sunan Hotel Solo. Diploma thesis, Universitas Muhammadiyah Surakarta.

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Abstract

The construction spider-web foundation is a combination of a flat plate concrete slab foundation system using soil improvement system. This soil improvement system can utilize the soil as part of the foundation structure. In this study the construction spider-web foundation was applied to The sunan hotel located at Jl. Ahmad Yani no. 40 Solo that using bored pile foundation in its development, this research aim to design the building of The sunan hotel by using foundation of spider-web construction. This analysis begins by calculating the calculation of bearing capacity by using N-SPT data, then calculating the maximum soil pressure, settlement , equivalent thickness, and the dimensions and reinforcement. In the calculation of the settlement only calculated the immediate settlement due to soil conditions is sand silty so there is no consolidation settlement. The results obtained from this analysis are the bearing capacity value of 35.91 t / m2, the maximum soil pressure (qmax) of 11.14 t / m2, a immediate settlement of 11.63 cm. High rib construction 140 cm with diameter of reinforcement 1.9 cm, and for high rib settelement is 175 cm with diameter of reinforcement 1.9 cm. Key Word : Bearing Capacity, Construction Spider-Web, Settlement.

Item Type:	Karya ilmiah (Diploma)
Uncontrolled Keywords:	Bearing Capacity, Construction Spider-Web, Settlement.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	NABILA MARSHA MANOPO
Date Deposited:	01 Nov 2017 03:51
Last Modified:	01 Nov 2017 03:51
URI:	http://eprints.ums.ac.id/id/eprint/56707

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