FOUNDATION DESIGN OF ADI SOEMARMO AIRPORT TRAIN STATION â BOYOLALI
Adi Soemarmo Airport Train Station is a building that consists of 3 floors functioned as station for transportation mode type train. This structure is divided into upper structure and sub structure, where the upper structure have to be supported by the lower structure to transfer the load to the...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/41938 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Adi Soemarmo Airport Train Station is a building that consists of 3 floors
functioned as station for transportation mode type train. This structure is divided
into upper structure and sub structure, where the upper structure have to be
supported by the lower structure to transfer the load to the soil. There are lot of
types of foundation, typically it is classified into shallow and deep foundation where
those types of foundation have to fulfill design criteria. Design criteria which be
concern are bearing capacity and settlement of foundation which in this case, this
foundation stands on site classification of Tanah Lunak (SE). Bearing capacity of
the foundation determined by calculating manually with numeric according to
Meyerhof and lateral capacity using LPILE software. The configuration defined
according the bearing capacity and the condition of the soil, in order that the
foundation which is used is bore pile foundation to meet foundation design criteria.
Bore pile foundation defined into 3 types of configuration where every pile cap
using 1 pile, 2 piles, and 4 piles with typical pile 25 m length and 80 cm diameter
for every bore pile. Settlement analysis is done by calculate it with numeric method
also using SETTLE 3D software so it can analyze every loads working
simultaneously. Settlement analysis also be done by making the model of the
foundation and tie beam using SAFE software. This analysis conform SNI
8460:2017 tentang Persyaratan Perancangan Geoteknik and Peraturan Gubernur
DKI Jakarta no. 72 tahun 2002 tentang Ketentuan Pelaksanaan Pembangunan.
Besides that, foundation design includes reinforcing where it is according to SNI
2847:2013 tentang Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung.
The output of this design is going to be a detailed drawings and Bill of Quantity
(BoQ), also technical specifications.
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