Results 11 to 20 of about 92,251 (305)

Experimental investigation of bearing mechanism of closed- and open-ended piles supported by thin bearing layer using X-ray micro CT

open access: yesSoils and Foundations, 2022
In order to clarify the bearing mechanism of closed-ended and open-ended piles supported by a thin bearing layer, pile-loading tests are conducted on model grounds with different bearing layer thicknesses, and the soil deformation characteristics around ...
Ryunosuke Kido   +3 more
doaj   +1 more source

Theoretical and actual bearing capacity of driven piles using model piles in sand [PDF]

open access: yes, 2014
In general, increasing of penetration rate may result in an increased of pile capacity. Occasionally, there were differences between theoretical and actual bearing capacity of the piles. Rate of penetration of pile influenced the pile bearing capacity.
Mangi, Sajjad Ali   +4 more
core   +2 more sources

ANALYTICAL SOLUTION AND FIELD TEST OF CRITICAL BEARING CAPACITY ANDSETTLEMENT OF PILE TIP [PDF]

open access: yesCivil Engineering Journal, 2020
In order to explore the relationship between the critical bearing capacity and settlementof closed pile tip pierced into the soil, based on the Boussinesq solution and the Kelvin solution, the analytical solution between the critical bearing ...
Suchun Yang   +3 more
doaj   +1 more source

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

open access: yes, 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
core   +1 more source

Prediction of vertical bearing capacity of waveform micropile [PDF]

open access: yes, 2019
This study proposes a predictive equation for bearing capacity considering the behaviour characteristics of a waveform micropile that can enhance the bearing capacity of a conventional micropile.
Han, J.-T.   +3 more
core   +1 more source

Study on the rupture surface morphology and ultimate bearing capacity of a self-anchored test pile

open access: yesScientific Reports, 2022
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

Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil [PDF]

open access: yes长江科学院院报
[Objective] Pile-soil stress ratio is a key parameter in the design of rigid pile composite foundations for shallow-buried rock and soft soil foundations, but the rules governing its value and influencing factors remain unclear.
REN Jia-li, JIANG Ji-wei, HU Sheng-gang, CHEN Hang, YE Chen-hui
doaj   +1 more source

Calculation Model of Vertical Bearing Capacity of Rock-Embedded Piles Based on the Softening of Pile Side Friction Resistance

open access: yesJournal of Marine Science and Engineering, 2023
Rock-socketed pile is widely used in coastal wharf, Marine bridge, and Marine power engineering, and the end bearing function is considered more in the design process.
Erdi Abi   +5 more
doaj   +1 more source

Statistical Analysis of Dynamic Bearing Capacity of Driven Pile [PDF]

open access: yes, 2014
This paper presents the use of statistical-probabilistic method in determining pile bearing capacities over a number of driven piles. Four dynamic formulas were employed to estimate pile bearing capacity including modified ENR, Hiley, Navy ???
Arsyad, Ardy, Samang, Lawalenna, Suyadi
core   +1 more source

Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain [PDF]

open access: yesMATEC Web of Conferences, 2019
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   +1 more source

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