Maharishi University of Information Technology, Uttar Pradesh, Department of Engineering and Technology, India.
Vivekananda Global University, Jaipur, Department of Computer Science & Engineering, India.
ATLAS SkillTech University, Mumbai, Maharashtra, Department of uGDX, India.
JAIN (Deemed-to-be University), Ramnagar District, Karnataka, Department of Physics, India.
Concrete's pumpability is significantly affected by the plastic viscosity of the mix and its surface yield stress. The long-term performance and durability of road infrastructure depend heavily on the capacity to predict the boundary stress distribution and elastic-viscous behavior of developing pavements. This study is concerned with predicting the elastic and viscous behavior of changing pavements using sophisticated predictive modeling approaches. Several techniques frequently need to capture the intricate interdependencies that are a feature of pavement behavior. To overcome this issue, we proposed the hybridization method of dynamic random forest combined with bilateral long short-term memory (DRF-BiLSTM). The purpose of DRF-BiLSTM is to predict the boundary stress distribution and elastic viscous of emerging pavement. Initially, asphalt binder (AB) datasets were collected. The collected dataset is preprocessed using the z-score normalization technique to reduce the effects of size discrepancies by standardizing the data. After preprocessing the data, the short-time fourier transform (STFT) method is used for feature extraction. Predictive results that are superior to those of benchmark models should obtained using experimental data supporting a hybridization of DRF-BLSTM in terms of.
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