Results 1 to 10 of about 145,933 (265)

Numerical Analysis of the Pile-Grout System in Soft Clay under Vertical and Lateral Load [PDF]

open access: yesE3S Web of Conferences, 2023
In this paper, a numerical investigation of the effects of grout parameters on the load response of concrete pile-grout systems in soft clay is presented.
Qaddoory Khalid I.   +2 more
doaj   +1 more source

Experimental Study on Lateral and Vertical Capacity of Piled Raft and Pile Group System in Sandy Soil

open access: yesApplied Sciences, 2022
In deep foundations, the pile group and the pile raft are generally used. To date, the contribution of the raft is not taken into account in the design, even when the raft is in contact with the soil and the whole system is therefore considered to work ...
Irfan Jamil   +5 more
doaj   +1 more source

The Lateral Behavior of Large-Diameter Monopiles for Offshore Wind Turbines Based on the p-y Curve and Solid FEM Methods

open access: yesJournal of Marine Science and Engineering, 2023
With the rapid increase in offshore wind turbines in China, monopiles with diameters exceeding 2 m are widely used. As these piles are subjected to lateral loads caused by wind, waves, and currents, the designs of the pile foundations supporting the ...
Tao Li, Xinran Yu, Ben He, Song Dai
doaj   +1 more source

Experimental Study on Configuration and Spacing of Screw Pile Group Effect Subjected to Lateral Cyclic Loading [PDF]

open access: yesE3S Web of Conferences, 2021
Despite the great development in the manufacture of the helical pile and the development of their use, especially in transmission towers and wind turbines, there is little research on their lateral behavior.
Ibrahim Azhar S.   +2 more
doaj   +1 more source

A Review on Infilled frame Structure with respective of various Interface Materials [PDF]

open access: yesE3S Web of Conferences, 2023
During major earthquakes, existing buildings have collapsed or suffered serious damage, resulting in number of losses, severe injuries, and deaths. Based on literature, the influence of this work reviewed the effects of interface with different materials
Dhinakaran S., Muthukumar S.
doaj   +1 more source

Ultimate lateral load resistance of laterally loaded pile [PDF]

open access: yes, 2008
Several methods are available for predicting ultimate lateral load resistance of laterally loaded pile. These methods often produce significantly different ultimate lateral resistance. This makes it difficult to select an appropriate method in designing/predicting ultimate lateral resistance of pile.
Rahman, Md.M.   +3 more
openaire   +2 more sources

Influence of Vertical Load on the Lateral Response of Piles in Normally Consolidated and Over-Consolidated Clay: Centrifuge and Numerical Modelling

open access: yesFrontiers in Physics, 2022
Although pile foundations are usually subjected to both lateral and vertical loads, there have been few studies on the pile response under the combined loadings.
Tao Liu, Yongqing Lai, Ben He, Na Lv
doaj   +1 more source

The Effect of the Geometry of Diagrid High-Rise Buildings on their Performance against Lateral Forces of Earthquakes [PDF]

open access: yesصفه, 2020
It has always been crucial for architects to obtain an intuitive understanding of the structural performance of architectural forms. During the modern period, there has always been a close collaboration between architects and engineers in designing high ...
S. Pooyan Kazemi.S. Kazemi.S.   +2 more
doaj   +1 more source

Investigation on cross sheeting thickness and its width in strengthening of steel shear wall under seismic load [PDF]

open access: yesJournal of Structural and Construction Engineering, 2019
The steel shear wall, as a system to resist the lateral loads, buckles when it is vulnerable to the lateral loads applied to the frame before it reaches its ultimate strength.
Mahmood Seraji   +2 more
doaj   +1 more source

Analytical solutions for laterally loaded step-tapered piles by state space method

open access: yesYantu gongcheng xuebao, 2023
To analyze the response of laterally loaded step-tapered piles, a four-spring model is proposed based on the Timoshenko beam theory considering the effects of pile diameter, shear deformation and nonlinear pile material behavior. The analytical solutions
ZHANG Xiaodi 1, 2, WANG Jinchang 1, 2, YANG Zhongxuan 1, 3, GONG Xiaonan 1, 2, XU Rongqiao 1, 3
doaj   +1 more source

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