Throughout their lifespan, monopile foundations supporting offshore wind turbines inevitably experience horizontal loads from waves, winds, and currents, resulting in cumulative deformation.
Yong-Xin Sun +5 more
doaj +4 more sources
Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain [PDF]
Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate uplift bearing capacity of the pile is proposed, and simulation by Plaxis3D and the corresponding experiment are performed to verify the theory.
Zhou Kun +3 more
doaj +3 more sources
Study on bearing capacity of Mortise-tenon and joint-flange concrete assembled foundation of transmission line under combined load. [PDF]
Mortise-tenon and joint-flange assembled foundation has excellent application as a new type of slab concrete assembled foundation, but there is a lack of research on its bearing capacity.
Xin Hu +4 more
doaj +2 more sources
Prediction method of screw pile bearing capacity under uplift load
The screw threads continuously distributed along the surface of the pile significantly modify its bearing mechanism, distinguishing it from traditional column piles.
Hongwei Ma, Guoqiang Ma, Weiqiang Zhang
doaj +3 more sources
Field test study on uplift bearing characteristics of rock socketed piles in sandstone stratum
Based on the field ultimate load test, the uplift bearing characteristics of reinforced cement concrete (RCC) bored piles in clay and sandstone strata were analyzed, and semi empirical methods for calculating the ultimate uplift capacity of rock socketed
Bai Yang +4 more
doaj +3 more sources
To solve the problem of the high bearing capacity of structures in deep and weak soil layers, we invented a new type of pile group foundation in which the soil was continuously solidified between piles (hereinafter referred to as the SCS pile group ...
Tao Sun +10 more
doaj +3 more sources
Predicting the uplift capacity of circular anchors in frictional-cohesive soils using Kolmogorov-Arnold networks [PDF]
This study investigates the uplift capacity of circular anchors embedded in frictional-cohesive soils under surcharge. The analysis focuses on three critical stability factors F c , F q , and F γ using Terzaghi’s principle of superposition to evaluate ...
Tran Vu-Hoang +4 more
doaj +2 more sources
Study on the rupture surface morphology and ultimate bearing capacity of a self-anchored test pile
The expression of the ultimate bearing capacity of the upper uplift pile and the lower compressive pile of a self-anchored test pile was obtained by studying their rupture surface morphology.
Lin Zhu, Hailong Ma
doaj +1 more source
Three-dimensional uplift simulation of anchor plates in sand using material point method
There are complex anchor-soil interactions in the uplift process of the anchor plate, and it is of great significance to master the deformation mechanism and displacement distribution of the soil to predict the uplift bearing capacity and optimize the ...
GAO Yu-xin , ZHU Hong-hu , ZHANG Chun-xin , LIU Wei , WANG Jing , ZHANG Wei
doaj +1 more source
Bar load-displacement curve model based on statistical damage mechanics
The load displacement curve model of bolt is of great significance to estimate the ultimate uplift bearing capacity of bolt and analyze the force transmission of bolt.
Zhao Yang +9 more
doaj +1 more source

