Negin Yousefpour

Dr. Negin Yousefpour

orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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28 February 2025 in Archives of Computational Methods in Engineering
Verified
Journal Article
Open access
PDF file
FFFarid Fazel
Farid Fazel
NYNegin Yousefpour
Negin Yousefpour
SCShiao Huey Chow
Shiao Huey Chow
MCM. Cassidy
M. Cassidy
This paper presents a detailed review of existing and emerging deep learning algorithms for time series forecasting in geotechnics and geoscience applications. Deep learning has shown promising results in addressing complex prediction problems involving large datasets and multiple interacting variables without requiring extensive feature extraction. This study provides an in-depth description of prominent deep learning methods, including recurrent neural networks (RNNs), convolutional neural networks (CNNs), generative adversarial network, deep belief network, reinforcement learning, attention and transformer algorithms as well as hybrid networks using a combination of these architectures. In addition, this paper summarizes the applications of these models in various fields, including mining and tunnelling, railway and road construction, seismology, slope stability, earth retaining and stabilizing structures, remote sensing, as well as scour and erosion. This review reveals that RNN-based models, particularly Long Short-Term Memory networks, are the most commonly used models for time series forecasting. The advantages of deep learning models over traditional machine learning, including their superior ability to handle complex patterns and process large-scale data more effectively, are discussed. Furthermore, in time series forecasting within the fields of geotechnics and geosciences, studies frequently reveal that deep learning methods tend to surpass traditional machine learning techniques in effectiveness.

1 April 2013 in Near Surface Geophysics
Verified
Journal Article
Closed access
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RAR. Arjwech
R. Arjwech
MEM.E. Everett
M.E. Everett
JBJ.‐L. Briaud
J.‐L. Briaud
SHS. Hurlebaus
S. Hurlebaus
ZMZ. Medina‐Cetina
Z. Medina‐Cetina
NYNegin Yousefpour
Negin Yousefpour

26 June 2023 in Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
Verified
Journal Article
Open access
NYNegin Yousefpour
Negin Yousefpour
OCOscar Correa
Oscar Correa

17 May 2021 in Geosciences
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Journal Article
Open access
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NYNegin Yousefpour
Negin Yousefpour
Zenón Medina-CetinaZenón Medina-Cetina
Zenón Medina-Cetina
FHFrancisco G. Hernandez-Martinez
Francisco G. Hernandez-Martinez
Abir Al-TabbaaAbir Al-Tabbaa
Abir Al-Tabbaa
Predicting the range of achievable strength and stiffness from stabilized soil mixtures is critical for engineering design and construction, especially for organic soils, which are often considered “unsuitable” due to their high compressibility and the lack of knowledge about their mechanical behavior after stabilization. This study investigates the mechanical behavior of stabilized organic soils using machine learning (ML) methods. ML algorithms were developed and trained using a database from a comprehensive experimental study (see Part I), including more than one thousand unconfined compression tests on organic clay samples stabilized by wet soil mixing (WSM) technique. Three different ML methods were adopted and compared, including two artificial neural networks (ANN) and a linear regression method. ANN models proved reliable in the prediction of the stiffness and strength of stabilized organic soils, significantly outperforming linear regression models. Binder type, mixing ratio, soil organic and water content, sample size, aging, temperature, relative humidity, and carbonation were the control variables (input parameters) incorporated into the ML models. The impacts of these factors were evaluated through rigorous ANN-based parametric analyses. Additionally, the nonlinear relations of stiffness and strength with these parameters were developed, and their optimum ranges were identified through the ANN models. Overall, the robust ML approach presented in this paper can significantly improve the mixture design for organic soil stabilization and minimize the experimental cost for implementing WSM in engineering projects.

25 July 2024 in Transportation Research Record: Journal of the Transportation Research Board
Verified
Journal Article
Open access
NYNegin Yousefpour
Negin Yousefpour
Zhongqiang LiuZhongqiang Liu
Zhongqiang Liu
CZChao Zhao
Chao Zhao
Reliable geotechnical site characterization and geohazard assessment are critical for bridge foundation design and management. This paper explores existing and emerging artificial intelligence-machine learning methods (AI-ML) transforming geotechnical site characterization and scour assessment for bridge foundation design and maintenance. The prevalent ML techniques applied for subsurface characterization are reviewed, and step-by-step methodologies for stratigraphy classification, borehole interpretation, geomaterial characterization, and ground modeling are provided. The ML techniques for maximum scour depth prediction are reviewed, and a simple ML methodology is proposed to provide a more reliable tool for scour depth estimation for implementation in practice. Also, a novel deep learning approach, with a detailed implementation description, is recommended for real-time scour monitoring and assessment of existing bridges. The challenges with database design and data processing for ML modeling, model optimization, training and validation, and uncertainty assessments are discussed, and innovative techniques for addressing them are reviewed.

23 August 2023 in Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards
Verified
Journal Article
Closed access
NYNegin Yousefpour
Negin Yousefpour
FMFarid Fazel Mojtahedi
Farid Fazel Mojtahedi