BEARING CAPACITY AND SOIL SETTLEMENT ANALYSIS BASED ON CONE PENETRATION TEST (CPT)

Annisa Annisa, Yulian Firmana Arifin, Muhammad Afief Ma’ruf

Abstract


Soft clay soil has a low bearing capacity so it can cause large settlements. This study calculated soil settlement from the Cone Penetration Test (CPT) data because it is the most widely available data for the City of Banjarmasin. 98 CPT points are used to analyze the bearing capacity and soil settlement. Both are calculated for two-story shophouse and three-story shophouse models with the dimensions commonly used in Banjarmasin City. Foundation design calculations based on CPT soil data points using the largest load distribution in building structure modeling. The bearing capacity obtained ranges from 1.63–59.13 kN. The amount of consolidation settlement is 0–2.3 meters for the two-story shophouse model and 0–2.5 meters for the three-story shophouse model. The greater the value of the soil-bearing capacity the smaller the settlement that occurs.

 

Keywords: Consolidation Settlement, Bearing Capacity, CPT

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References


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DOI: https://doi.org/10.20527/crc.v8i4.13404

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Copyright (c) 2024 Annisa Annisa, Yulian Firmana Arifin, Muhammad Afief Ma’ruf



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