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Published on: August 5, 2016
Investigating a hybrid extreme learning machine coupled with Dingo Optimization Algorithm for modeling liquefaction
Mohammed Majeed Hameed1,2, Adil Masood3, Aman Srivastava4
1Department of Civil Engineering, Al-Maarif University College, Ramadi, Iraq. mohmmag1@gmail.com.
A new hybrid model combining Extreme Learning Machine (ELM) with Dingo Optimization Algorithm (DOA) accurately predicts soil liquefaction resistance. This advanced model, featuring a user-friendly GUI, enhances geotechnical engineering hazard assessment.
Area of Science:
- Geotechnical Engineering
- Earthquake Engineering
- Computational Intelligence
Background:
- Soil liquefaction, a significant earthquake hazard, causes catastrophic ground failure in loose, saturated soils.
- Accurate prediction of liquefaction resistance is vital for hazard mitigation, risk assessment, and geotechnical engineering advancements.
Purpose of the Study:
- To introduce a novel hybrid model, Extreme Learning Machine with Dingo Optimization Algorithm (ELM-DOA), for estimating strain energy-based liquefaction resistance.
- To compare the performance of the ELM-DOA model against conventional methods like ELM, ANFIS-FCM, and ANFIS-Sub.
- To evaluate the impact of data pre-processing techniques (linear vs. non-linear normalization) on model prediction accuracy.
Main Methods:
- Development of a hybrid ELM-DOA model for liquefaction resistance prediction.
- Comparative analysis with existing models: Extreme Learning Machine (ELM), Adaptive Neuro-Fuzzy Inference System with Fuzzy C-Means (ANFIS-FCM), and ANFIS-Sub-clustering.
- Application of two data pre-processing methods: traditional linear and non-linear normalization.
Main Results:
- Non-linear normalization significantly improved prediction performance across all models by approximately 25% compared to linear normalization.
- The ELM-DOA model demonstrated superior accuracy, achieving the lowest RMSE (484.286 J/m³), MAPE (24.900%), MAE (404.416 J/m³), and the highest R² (0.935).
- A Graphical User Interface (GUI) was developed for the ELM-DOA model to enhance practical applicability for engineers and researchers.
Conclusions:
- The proposed hybrid ELM-DOA model, enhanced by non-linear normalization, offers a highly accurate and effective tool for assessing soil liquefaction resistance.
- The developed GUI facilitates user-friendly access to the model's predictions, improving its practical utility in geotechnical engineering.
- The study underscores the potential of hybrid intelligent models and advanced data pre-processing for mitigating earthquake-induced liquefaction hazards.
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