Results 21 to 30 of about 92,251 (305)

Numerical Simulation Research on the Vertical Bearing Capacity of the Single Pile Foundation in Zhugensha Sea Area

open access: yes南方能源建设, 2021
[Introduction] Wind power projects in Jiangsu Province are mainly located in the offshore radiant sandbank sea area. It is of great significance to study the bearing capacity of the large diameter single pile in this stratum.
ZHANG Qiang   +3 more
doaj   +1 more source

Model Tests on Y-Shaped Piles under Compressive and Lateral Loading in Saturated Sand

open access: yesGeofluids, 2021
Y-shaped piles are a new type of pile whose cross-section is like the letter Y: they are often used in ground improvement for road or train subgrades in the eastern coastal region of China.
Lian-wei Ren   +4 more
doaj   +1 more source

Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]

open access: yes, 2016
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
core   +2 more sources

Composite helical micro pile’s bearing capacity

open access: yesIOP Conference Series: Materials Science and Engineering, 2020
Abstract It is proposed to use two options of piles’ bearing capacity calculation based on existing Russian codes. Calculation of pipe’s section for an axial load is proposed either. Results of these calculations are compared to the site tests made earlier.
Nikolai Vatin   +2 more
openaire   +1 more source

Research on Bored Bearing Characteristics in Xi’an

open access: yesMATEC Web of Conferences, 2015
To analyze the influence of different soil properties on pile foundation load-bearing characteristics, taking a section of railway in Xi’an and a bridge of Xi’an as test area, and by field static load test to study load transfer characteristics after the
Zhang Lipeng, Shen Yabin, Wang Duanduan
doaj   +1 more source

Experimental Investigation of the Impact of Necking Position on Pile Capacity Assisted with Transparent Soil Technology

open access: yesAdvances in Civil Engineering, 2022
Necking in different positions of a pile body has a significant influence on the bearing performance of a single pile. The transparent soil model experiment was adopted to investigate the impacts of necking positions on the vertical bearing capacity of a
Qingnian Yang   +3 more
doaj   +1 more source

Calculation of Ultimate Bearing Capacity of Pile Foundations of Highway Bridges under the Coupling of Steep Slope and Karst [PDF]

open access: yesE3S Web of Conferences, 2020
In order to study the influence of steep slope-karst coupling on the vertical bearing characteristics of pile foundation, the orthogonal simulation tests of pile foundation under 4 different roof thickness and 5 different slope are carried out by using ...
Feng Zhongju   +7 more
doaj   +1 more source

Numerical Simulation Study on the Influence of Different Factors on the Uplift Bearing Capacity of Root Piles, Straight-Shaft Piles, and Pedestal Piles

open access: yesAdvances in Civil Engineering, 2020
Root pile (hereafter called RP), which is a promising new type of noncircular cross-section-shaped pile and meets the requirements of the development of the uplift pile, was introduced for promotion.
Junpeng Zhou   +3 more
doaj   +1 more source

Bearing behavior of rock socketed pile in limestone stratum embedded with a karst cavity beneath pile tip

open access: yesCase Studies in Construction Materials, 2023
This paper investigates the bearing behavior of axially loaded rock socketed piles in limestone stratum embedded with a karst cavity beneath the pile.
Gang Han   +9 more
doaj   +1 more source

Set-up effects of piles in sand tested in the centrifuge [PDF]

open access: yes, 2014
The bearing capacity of piles increases over time. Research has shown that this is caused by an increase in shaft friction combined with a constant or only slightly increasing base capacity.
Bezuijen, Adam   +4 more
core   +2 more sources

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