6 hasil untuk "Badee Alshameri"
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Artikel Jurnal
Determination of Safe Depth and Lateral Distance of Unsupported Excavation Near Mat Foundation in Cohesive Soils Using PLAXIS
Deep excavations are essential to harbor the urban needs of the present age. The excavation of pits for foundation construction in an already limited space in urban centers poses damage to the neighboring structures. In this study, two mat foundations on two different types of clay soils have been…
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Artikel Jurnal
Estimating seepage in heterogeneous earthfill dams on permeable foundations using explainable machine learning
Abstract Predicting seepage discharge through heterogeneous earthfill dams founded on permeable foundations is essential for dam safety and long-term water-resources sustainability. Accordingly, this study evaluated five machine learning (ML) models viz Decision Tree (DT), Random Forest (RF)…
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Artikel Jurnal
A robust prediction model for evaluation of plastic limit based on sieve # 200 passing material using gene expression programming
This study aims to propose a novel and high-accuracy prediction model of plastic limit (PL) based on soil particles passing through sieve # 200 (0.075 mm) using gene expression programming (GEP). PL is used for the classification of fine-grained soils which are particles passing from sieve # 200…
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Artikel Jurnal
Data-driven approach to enhance deep foundation safety: reliable methods for predicting bored pile capacity
Abstract The interpretation methods used to predict ultimate pile capacity from load-settlement curves yield varied results due to their unique assumptions and limitations. Misinterpreting ultimate pile capacity can negatively impact the safety and economy of deep foundations, which often consist…
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Artikel Jurnal Teks lengkap
Study Using Machine Learning Approach for Novel Prediction Model of Liquid Limit
The liquid limit (LL) is considered the most fundamental parameter in soil mechanics for the design and analysis of geotechnical systems. According to the literature, the LL is governed by different particle sizes such as sand content (S), clay content (C), and silt content (M). However…