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Submitted
Sep 4, 2023
Accepted
Apr 4, 2024
Published
Mar 31, 2024
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Abstract

In general, soil investigation plays an important role in when designing substructures. Soil investigation is commonly used as a reference or basis for foundation designing. Therefore, in foundation designing soil investigation needs to be conducted first to provide appropriate treatments and minimizing the occurrence of failure in the foundation.  This is particularly important especially when unique cases are found such as soil dominated by soft soil and the presence of rock lenses within soil dominated by soft soil. Thus, in this study, the design of substructure is carried out with the case of the presence of rock lens. This research involves various factors for selecting a foundation, including bearing capacity, settlement and lateral deflection. The result of this research finding suggest that using bored pile 70 cm in dimension is considered safe as a foundation in soil containing rock lens.

Keywords

Rock lens Bored piles Bearing Capacity Settlement

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How to Cite
Hisan, F. K., Solin, D. P., & Himatul Farichah. (2024). Analisis Pengaruh Dimensi terhadap Daya Dukung Fondasi pada Tanah Lapisan Lensa Batuan . Jurnal TESLINK : Teknik Sipil Dan Lingkungan, 6(1), 12-22. https://doi.org/10.52005/teslink.v6i1.293

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