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Pile Load Capacity – Calculation Methods [PDF]

open access: yesStudia Geotechnica et Mechanica, 2015
The article is a review of the current problems of the foundation pile capacity calculations. The article considers the main principles of pile capacity calculations presented in Eurocode 7 and other methods with adequate explanations.
Wrana Bogumił
doaj   +2 more sources

Bearing Capacity of Pile Foundations Embedded in Clays and Sands Layer Predicted Using PDA Test and Static Load Test [PDF]

open access: yesProcedia Engineering, 2015
Static Load Test (SLT) is the realiable method to determine bearing capacity of pile foundations. However, SLT is relatively expensive and time consuming compared to Pile Driving Analyzer (PDA) test.
Budi, Gogot Setyo   +2 more
exaly   +3 more sources

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 Modelling of Helical Piles under Axial Loading

open access: yesPakistan Journal of Engineering & Technology, 2022
Due to the rapid increase in population, the demand for high-rise buildings is also increasing daily. Researchers have performed various numerical and experimental studies to find out the best foundation type for structure.
Kiramat Ali   +5 more
doaj   +1 more source

Comparison of Field Ultimate Capacity (Static and Dynamic Load Test) with the Analytic Design of Bored Pile in Granular Soil, Batam, Indonesia

open access: yesJurnal Teknik Sipil dan Perencanaan, 2023
A bored pile provides a large capacity obtained to toe and friction pile to support some loads such as axial, lateral, and tensile due to hydrostatic pressure or overturning moment.
Rizki Kurniadhi   +2 more
doaj   +1 more source

Numerical investigation of the effect of shaft surface geometry of tapered pile group with circular and square cross-sections on bearing capacity and group efficiency inquiry [PDF]

open access: yesمهندسی عمران شریف, 2023
Piles with a gradually decreasing cross-section area from pile top to the tip is called tapered piles. Making this change in pile geometry could improve pile behavior in terms of axial compression load bearing, compared to conventional uniform cross ...
A.R. Shabanpour, M. Ghazavi
doaj   +1 more source

Pile bearing analysis based upon ultimate values of toe and skin resistance as well as their mobilization with settlement [PDF]

open access: yesMATEC Web of Conferences, 2019
The main task of pile foundation is the reduction of settlement and ensure the safety of the building. These two factors are in strongly relationship. In practice pile load capacity is calculated based on ultimate resistances including factor of safety ...
Żarkiewicz Krzysztof
doaj   +1 more source

Single Pile Capacity on Clay Soil Based on Results of Physical Model Test

open access: yesMedia Komunikasi Teknik Sipil, 2023
Soft clay soil as a construction subgrade requires reinforcement from the pile to reduce settlement and increase bearing capacity. Alternative materials that can be used are the bamboo pile or wooden pile.
Aazokhi Waruwu   +3 more
doaj   +1 more source

Load-Bearing Characteristics of PHC Piles Constructed by the Inner Digging Method Based on Ultimate Load Testing and Numerical Simulation

open access: yesApplied Sciences, 2023
This paper studies the load-bearing characteristics of two prestressed high-strength concrete (PHC) pipe piles constructed by the medium mid-digging and hammering methods. The ultimate load tests and numerical simulations of the pipe piles constructed by
Yiwen Qu   +4 more
doaj   +1 more source

Model tests on negative skin friction of single pile considering applying sequence of pile load and surcharge loading

open access: yesYantu gongcheng xuebao, 2018
Based on the laboratory model tests, the influence of the sequence of pile load and the soil load surrounding the pile on the negative friction of single pile is studied.
MA Xue-ning , ZHANG Pei-yun , WANG Xu , WANG Bo-lin
doaj   +1 more source

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