Results 31 to 40 of about 214,688 (304)

Experimental Study on the Failure Mechanism of Finned Pile Foundation under Horizontal Cyclic Loads

Buildings
In order to study the failure mechanism of a finned pile foundation under horizontal cyclic loads, a physical model test of the pile–soil interaction of finned pile is designed in this paper.
Lunliang Duan, Meiling Fan, Bolin Zhan, Haicui Wang, Haiming Liu, Guangwu Tang, Bo Geng   +6 more
doaj   +1 more source

Comparative analysis of international codes of practice for pile foundation design considering negative skin friction effect

International Journal of Geo-Engineering, 2022
Negative skin friction (NSF) effect on pile foundation design attracts the attention of geotechnical engineers and requires comprehensive research. However, the ways of consideration of NSF for the pile foundation design vary with different design codes.
Assel Zhanabayeva, Shynggys Abdialim, Alfrendo Satyanaga, Jong Kim, Sung-Woo Moon   +4 more
doaj   +1 more source

Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model [PDF]

, 2014
A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium.
Lo, SH, Wang, J, Zhou, D
core   +1 more source

Automatic monitoring and structural stress analysis during ultra-large onshore caisson sinking construction

Results in Engineering
During the sinking process of ultra-large onshore caisson, the structural stress of caisson will change significantly due to the changes of earth pressure, end resistance, water level in caisson and attitude of caisson.
Yitan Chen, Rong Zhang, Zhongwei Li
doaj   +1 more source

Analysis of Factors Affecting Bearing Capacity of Large Diameter Single Piles of Offshore Wind Power under Earthquake Loads [PDF]

E3S Web of Conferences, 2019
The offshore wind turbine single pile foundation structure is simple and easy to install, but in the earthquake environment, large horizontal displacement is easy to occur, which affects the safe operation of offshore wind turbines.
Li Yazhou, Dong Li
doaj   +1 more source

Centrifuge model testing for pile foundation reuse [PDF]

, 2011
With continuous development in the urban environment the ground is becoming more and more congested with redundant foundations. The underground development of services and infrastructure already restricts the location of new building foundations and the ...
Al-Tabbaa A, Bjerrum L, Burland JB, Butcher AP, Butcher AP, Chapman T, Garnier J, Lerouil S, Mayne PW, McNamara AM, Muir Wood D, Nunez I, Patel DC, Phillips R, Schofield AN, Skempton AW, Springman SM   +16 more
core   +1 more source

Experimental investigation on load transfer characteristics of screw groove pile-geogrid composite foundation

Yantu gongcheng xuebao
As a new type of road composite foundation, screw groove pile-geogrid composite foundation can effectively reduce foundation settlement and improve foundation bearing performance.
DENG Yousheng 1, 3, ZHAO Huiling 1, 3, LIU Junyong 2, ZHUANG Ziying 1, 3, WU Along1, 3, CHEN Zhuo1, 3
doaj   +1 more source

Effects of Landslides on the Displacement of a Bridge Pile Group Located on a High and Steep Slope

Advances in Civil Engineering, 2021
Engineering practice shows that the deformation of the slide-resistant pile may be transferred to the adjacent bridge foundation on an inclined slope, which can compromise the safety of the entire bridge.
Y. F. Zhang, J. Li, W. Li, J. M. Li, H. Y. Liu   +4 more
doaj   +1 more source

Conditions of Proper Interaction of Low-Pressure Injection Piles (LIP) with Structure and Soil, Carrying Capacity of Pile Anchorage in Foundation

Studia Geotechnica et Mechanica, 2016
The formation of a pile in the existing foundation and soil creates a new foundation construction which has a structure of foundation-pile-soil. This construction must be able to transfer loads from the foundation to the pile and from the pile to the ...
Pachla Henryk
doaj   +1 more source

PERENCANAAN ABUTMENT DAN PONDASI STUDI KASUS JEMBATAN KALIPANG JLS LOT 9 BALEKAMBANG-KEDUNGSALAM, KAB.MALANG [PDF]

, 2023
"The Kalipang Bridge is a bridge with a length of 60 meters built as part of the South Cross Line Lot 9 project, connecting Kedungsalam and Balekambang in Malang Regency, specifically at Sta 4+196.001.
Adji, Muhammad Rizky Nasrullah
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