State-of-the-art review of geotechnical-driven artificial intelligence techniques in underground soil-structure interaction

SC Jong, DEL Ong, E Oh - Tunnelling and Underground Space Technology, 2021 - Elsevier
There has been an increasing demand for underground construction due to urbanization
and limited land in metropolitan cities in the recent years. However, the behavior of …

Expert knowledge–guided Bayesian belief networks for predicting bridge pile capacity

RH Assaad, X Hu, M Hussein - Journal of Bridge Engineering, 2023 - ascelibrary.org
Bridge pile capacity is a vital criterion used to assure the durability and stability of a bridge
pile foundation. In fact, reliably predicting the pile capacity plays a significant role in …

Analyzing bank profile shape of alluvial stable channels using robust optimization and evolutionary ANFIS methods

A Gholami, H Bonakdari, I Ebtehaj… - Applied Water …, 2019 - Springer
In natural rivers and artificial channels in addition to the channel dimensions (widening,
reduction in slope and depth in the channel banks), formed shape profile in the case that the …

Optimizing Environment-aware VANET Clustering using Machine Learning

Y Fahmy, G Alsuhli, A Khattab - International Journal of Intelligent …, 2023 - Springer
Clustering is important to improve the quality of service in many VANET protocols and
applications, such as data dissemination, media access control, Internet of vehicles and …

[PDF][PDF] Experimental investigation of pile foundation subjected to lateral static and cyclic loadings

JM Abbas - International Review of Civil Engineering (IRECE), 2020 - researchgate.net
The major challenges that arise during the construction of huge buildings, require an
increased studies on the performance of piles (single or group) under the influence of many …

[PDF][PDF] A Numerical Analysis on Pullout Capacity of Batter Pile Groups in Sandy Soil

MS Al-Tememy, MA Al-Neami, MF Asswad - Engineering and Technology …, 2022 - iasj.net
Batter piles have a higher lateral load resistance than vertical piles. Vertical piles resist the
lateral loadings exclusively through the shear and bending, while battered piles carry lateral …

Destek vektör regresyonu yaklaşımı ile istinat duvarı tasarım parametrelerinin belirlenmesi

Ü Çalık - Gazi Üniversitesi Mühendislik Mimarlık Fakültesi …, 2024 - dergipark.org.tr
Bir istinat duvarında kritik kayma yüzeyinin yeri (αcr), sismik aktif toprak itkisinin büyüklüğü
(Pae) ve etki mesafesi (zae); arka dolgu zeminin özellikleri, yükleme durumu ve problem …