Results 1 to 10 of about 145,427 (175)

An innovative foundation for enhancing the mechanism of transferring vertical loads on sandy soil [PDF]

Scientific Reports
This study presents an innovative foundation design to enhance the mechanism of vertical load transfer to the soil, thereby improving structural stability and sustainability.
Naif Alsanabani, Wagdi Hamid, Ahmed Alnuaim, Khalid Al-Gahtani   +3 more
doaj   +2 more sources

Failure surface for shallow foundations in sand using a classical bearing capacity

Soils and Foundations, 2022
Much effort has been made to elucidate the ultimate capacity of shallow foundations under the general cases of vertical (V), lateral (H), and moment (M) loads in soils.
Hiroyoshi Hirai
doaj   +1 more source

Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations

Journal of Applied Science and Engineering, 2021
Ultimate bearing capacity is one of the most important parameters in designing shallow foundations. This study focused on developing a hybrid model using Random Search (RS) technique and Deep Neural Network (DNN) to predict the maximum bearing capacity ...
Tuan Anh Pham, Huong-Lan Thi Vu, Hong-Anh Thi Duong   +2 more
doaj   +1 more source

Improving the efficiency of shallow foundations

Архитектура, строительство, транспорт, 2022
This article focuses on the creation of more efficient designs of shallow foundations. The ways of optimizing the designs of pile foundations and strip foundations, as well as some nonstandard foundations with rarely used ("atypical") construction are ...
V. F. Baj, V. S. Safaryan
doaj   +1 more source

Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations

Applied Sciences, 2020
The design of shallow foundations is performed in accordance with different building regulations depending on geotechnical and geological conditions. This paper involves the design calculations applying Kazakhstani and European approaches.
Assel Shaldykova, Sung-Woo Moon, Jong Kim, Deuckhang Lee, Taeseo Ku, Askar Zhussupbekov   +5 more
doaj   +1 more source

An attempt to apply the kinematic method of rigid solids in the study of bearing capacity of shallow foundations

Selected Scientific Papers: Journal of Civil Engineering, 2021
In the geotechnical engineering field, shallow foundations are frequently needed to ensure good fieldwork stability. They are also intended to permanently and uniformly transmit all load pressure on the seating floor.
Bencheikh Messaouda Boutahir Born, Aidoud Assia, Zohra Benamara Fatima, Lazhar Belabed, Meriem Dorbani   +4 more
doaj   +1 more source

Structural Displacement Ratios for Seismic Evaluation of Structures on Rocking Shallow Foundations

Buildings, 2022
Rocking shallow foundations can be used as an effective seismic isolation means to reduce earthquake-induced damage to structures by utilizing nonlinearities arising from base uplifting and soil yielding.
Min Xiang, Feng Xiong, Yang Lu, Qi Ge, Huiqun Yan, Mingming Ran   +5 more
doaj   +1 more source

Analysis of Bearing Performance of Monopile and Single Suction Bucket Foundation for Offshore Wind Power under Horizontal Load

Geofluids, 2022
In conjunction with the geological conditions of the East China Sea, the bearing performance of monopile and single-suction bucket foundations is compared and analyzed in shallow and deep-sea conditions under static horizontal loads.
Bin Wang, Tianqing Qin, Changfeng Yuan, Liang Li, Minghui Yuan, Ying Li   +5 more
doaj   +1 more source

BEHAVIOR OF A TWO-STORY PLANAR FRAME FOR DIFFERENT APPROACH TO SOIL MODELING

e-Zbornik. Elektronički Zbornik Radova Građevinskog Fakulteta, 2022
This paper is a continuation of the research on the influence of different modeling of the subgrade reaction coefficient on the selected static system.
Vlaho Akmadžić, Anton Vrdoljak
doaj   +1 more source

Elastic Solutions to 2D Plane Strain Problems: Nonlinear Contact and Settlement Analysis for Shallow Foundations

Geotechnics, 2022
The classical Neumann boundary value problem of an isotropic, homogeneous elastic half-plane under plane strain conditions is readdressed as the limiting case of the fully three-dimensional problem.
Adam G. Taylor, Jae H. Chung
doaj   +1 more source