Results 1 to 10 of about 72,190 (311)

Effect of spalling thickness on transverse axial bearing capacity of pile foundation under different corrosion depths [PDF]

open access: yesE3S Web of Conferences, 2020
The transverse and axial bearing characteristics of bridge pile foundation in salt marsh area are studied by numerical simulation. This paper mainly analyses the change of transverse and axial bearing characteristics of pile foundation caused by the ...
Feng Zhongju   +6 more
doaj   +1 more source

Parametric study of passive piles subjected to adjacent surcharge load in extensively deep soft soil

open access: yesFrontiers in Materials, 2022
This study applied the three-dimensional finite different method (FDM) to model a single pile subjected to passive loading due to a new embankment in extensively soft soil. Four important parameters (pile bending stiffness, distance between the long edge
Shixuan Yi
doaj   +1 more source

Analytical solution for dynamic interaction of end-bearing pile groups subjected to vertical dynamic loads

open access: yesYantu gongcheng xuebao, 2022
An analytical model for pile-soil-vertical coupled vibration of the pile considering the scattering effects of the passive pile is proposed based on the classical plane strain assumption.
ZHENG Chang-jie 1, 2, CUI Yi-qin 1, 2, DING Xuan-ming 3, 4, LUAN Lu-bao 5
doaj   +1 more source

Impact of Tunneling on Adjacent Piles Based on the Kerr Foundation Model Considering the Influence of Lateral Soil

open access: yesBuildings, 2023
The Kerr foundation model simulates the interaction between piles and soil. Considering the impact of lateral soil displacement on adjacent piles, the lateral displacement and bending moment of the adjacent piles caused by shield tunnel excavation are ...
Haipeng Jia   +3 more
doaj   +1 more source

Assessment of Earth Retaining Performance for Long-Short Piles Composite Structures from Field Experiments and Numerical Analysis

open access: yesBuildings, 2022
Retaining pile structure is commonly utilized in excavation maintenance design. In recent years, the long-short combined retaining piles have received more and more attention.
Huailong Zhu   +4 more
doaj   +1 more source

Study on the Bearing Capacity of High-Cap Inclined Pile Foundations

open access: yesAdvances in Civil Engineering, 2022
To analyze the bearing capacity of high-cap inclined pile foundations based on foundation design in practical engineering, finite element models of single cap foundations and multi-cap foundations are established.
Guodong Shao   +3 more
doaj   +1 more source

Impact Study of Deep Foundations Construction of Inclined and Straight Combined Support Piles on Adjacent Pile Foundations

open access: yesApplied Sciences, 2023
An inclined straight combination support pile can play a better role in deep foundation pit support, especially for the protection of adjacent structural pile foundations.
Hongsheng Qiu   +2 more
doaj   +1 more source

Numerical Analysis of the Factors Affecting the Anti-Slide Pile Design

open access: yesEngineering Transactions, 2017
The use of anti-slide piles is one of the most important landslide remediation methods, and it is widely used in practical engineering. Anti-slide pile design elements include pile plane position and spacing, the anchorage depth, and pile cross-sectional
Yi TANG   +4 more
doaj   +1 more source

Performance of screw piles in thick collapsible loess

open access: yesCase Studies in Construction Materials, 2023
The bearing capacity of the composite foundation would be significantly increased by the squeezing effect of soil displacement screw pile. To investigate the effect of soil displacement screw pile treatment on the large-thickness collapsible loess ...
Xingwei Wang   +6 more
doaj   +1 more source

Some observations on statnamic pile testing [PDF]

open access: yes, 2006
Limited guidance on usage and methodology is currently available to engineers for the most common rapid load pile test, known as Statnamic. In order to improve the analysis of Statnamic testing in clay soils a full-scale instrumented auger bored pile was
A. F. L. Hyde   +10 more
core   +2 more sources

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