Results 11 to 20 of about 22,321 (314)

High-capacity ribbed pile foundations [PDF]

open access: yes, 2016
This research concerns the influence of ribs on the ultimate capacity of a bored pile in overconsolidated clay. Ribbed bored piles are known to give increased shaft capacity in comparison to conventional straight-shafted bored piles.
Gorasia, Rohit J., McNamara, A. M.
core   +1 more source

Model Test and Numerical Simulation Study on the Effect of Mudcake and Length-Diameter Ratio on the Bearing Capacity of Bored Cast-in-Place Piles

open access: yesAdvances in Civil Engineering, 2022
To study the effect of length-diameter ratio and mudcake on the bearing capacity of bored cast-in-place piles, the indoor model test and finite element numerical simulation method were used to carry out the loading test of piles under different mudcake ...
Peisheng Xi, Mengxuan Kan, Yang Liu
doaj   +1 more source

Behaviour of micropiles in heterogeneous coarse soils [PDF]

open access: yes, 2016
This paper reports on an experimental investigation on the behaviour of small-diameter piles, commonly referred to as micropiles. This particular type of deep foundation is frequently used in many barely accessible Italian mountainous areas, often ...
Bellato, Diego   +3 more
core   +1 more source

Determination of Young Elasticity Modulus in Bored Piles Through the Global Strain Extensometer Sensors and Real-Time Monitoring Data

open access: yesApplied Sciences, 2019
For friction piles depending on the friction resistance, accurate prediction of unit skin friction around the pile shaft is the dominant resistance to measure the final bearing capacity of a bored-pile.
Hossein Moayedi   +5 more
doaj   +1 more source

Numerical analysis of piled rafts with short bored piles

open access: yesRevista IBRACON de Estruturas e Materiais, 2022
Numerical analysis of the behavior of piled rafts seated on uniform soil with low bearing capacity has been important to support the project design. The calibration of the numerical model with instrumented load test allows usage of the results, in given ...
Eduardo Augusto dos Santos Oliveira   +2 more
doaj   +1 more source

A field trial of a reusable, hollow, cast-in-situ pile [PDF]

open access: yes, 2014
This paper describes the concept and field testing of a hollow, cast-in-situ, rotary bored pile foundation 1200 mm diameter and 30 m deep. The aim of the foundation is to allow large-diameter piles to be constructed using less concrete than in an ...
Andrew M. McNamara   +12 more
core   +1 more source

Improvement the bearing capacity of the soil which is supporting the shallow foundation by using bored short micro-piles

open access: yesمجلة بغداد للعلوم, 2010
In this paper , concrete micro-piles were used to improve the bearing capacity of the soil which is supporting the shallow foundation by using groups of (4; 6 and 9)bored short micro-piles which have, (D=0.125m and D=0.1m), and length to diameter ratio ...
Baghdad Science Journal
doaj   +1 more source

Bayesian Estimation of Resistance Factor for Bored Piles Based on Load Test Database

open access: yesAdvances in Civil Engineering, 2020
The quality of in situ data is key to calculating resistance factor of bored piles. However, it is difficult to summarize accuracy data due to various uncertainties in engineering. This paper employs the Bayesian method and mathematical statistics theory
Zhijun Xu   +5 more
doaj   +1 more source

Finding reserves of bearing capacity of bored piles [PDF]

open access: yesE3S Web of Conferences, 2023
In recent years, due to population growth plans and accelerated economic development, high-rise buildings have become increasingly common in many cities and megapolises around the world.
Ushakova Ekaterina
doaj   +1 more source

Results of monitoring at the British library excavation [PDF]

open access: yes, 2014
The main phase of excavation for the basements of the British Library at St Pancras, London, was completed in 1987. The project included basements extending up to 25 m deep, through the London Clay and into the Lambeth Group. The excavations were formed
Simpson, Brian, Vardanega, Paul J.
core   +2 more sources

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