Analisis Daya Dukung Pondasi Tiang Bored Pile Pada Proyek Morrissey

The foundation is the lowest structural component of a building. All the load of the building is supported by the foundation. transferring the load to the soil below. Shallow foundations and deep foundations are two categories of foundations. The Morrissey hotel project uses bored pile foundation, as bored pile foundation is used for buildings in densely populated areas. Bored pile foundation is done by using a drilling machine to drill a hole of a certain depth, then filled with cast concrete and iron bones. This technique is considered to produce a foundation with good durability, especially over a long period of time. Various techniques in bored pile calculation, including conus penetration test (CPT), standard penetration test (SPT), and assessment based on soil shear strength characteristics such as cohesion (c), inner shear angle (?), and soil content weight (?), can be used to determine the bearing capacity of bored piles. The tip bearing capacity (Qb) and the blanket friction bearing capacity (????????), which are determined using the formula, are the two main parts of the bored pile axial bearing capacity.

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Publication Details

Journal
Cerdika Jurnal Ilmiah Indonesia
Published
2025-06-21
DOI
https://doi.org/10.59141/cerdika.v5i6.2571
Primary Topic
Geotechnical and construction materials studies
Type
article
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article

Analisis Daya Dukung Pondasi Tiang Bored Pile Pada Proyek Morrissey

Alizar, Ayie Maulana Ikhsan
Cerdika Jurnal Ilmiah Indonesia
Geotechnical and construction materials studies
article

Analisis Daya Dukung Pondasi Tiang Bored Pile Pada Proyek Morrissey

Alizar, Ayie Maulana Ikhsan
article en

Abstract

The foundation is the lowest structural component of a building. All the load of the building is supported by the foundation. transferring the load to the soil below. Shallow foundations and deep foundations are two categories of foundations. The Morrissey hotel project uses bored pile foundation, as bored pile foundation is used for buildings in densely populated areas. Bored pile foundation is done by using a drilling machine to drill a hole of a certain depth, then filled with cast concrete and iron bones. This technique is considered to produce a foundation with good durability, especially over a long period of time. Various techniques in bored pile calculation, including conus penetration test (CPT), standard penetration test (SPT), and assessment based on soil shear strength characteristics such as cohesion (c), inner shear angle (?), and soil content weight (?), can be used to determine the bearing capacity of bored piles. The tip bearing capacity (Qb) and the blanket friction bearing capacity (????????), which are determined using the formula, are the two main parts of the bored pile axial bearing capacity.

Cerdika Jurnal Ilmiah IndonesiaVol. 5(6)
Universitas Dian Nusantara (ID)
Openalex Percentile: Top 76%
Geotechnical and construction materials studies
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