Assessment of time dependent influence on the lateral response of single pile subjected to lateral load end embedded into elasto-plastic soil

Field Tests of the Response of Single Pile Subjected to Lateral Load in Gravel Soil Sloping Ground

Geotechnical and Geological Engineering ◽

10.1007/s10706-018-00785-x ◽

2018 ◽

Vol 37 (4) ◽

pp. 2659-2674

Author(s):

Haojun Yu ◽

Sheqin Peng ◽

Qihua Zhao

Keyword(s):

Field Tests ◽

Lateral Load ◽

Single Pile ◽

Sloping Ground ◽

Gravel Soil

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Time-dependent lateral response of pile embedded in elasto-plastic soil

Journal of Central South University of Technology ◽

10.1007/s11771-010-0055-x ◽

2010 ◽

Vol 17 (2) ◽

pp. 372-380 ◽

Cited By ~ 5

Author(s):

J. M. Abbas ◽

Z. H. Chik ◽

M. R. Taha ◽

Q. S. M. Shafiqu

Keyword(s):

Time Dependent ◽

Lateral Response

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Centrifuge modelling for seismic response of single pile for wind turbine subjected to lateral load

Marine Georesources and Geotechnology ◽

10.1080/1064119x.2020.1834654 ◽

2020 ◽

pp. 1-19 ◽

Cited By ~ 1

Author(s):

Bin Zhu ◽

Xiaofeng Wu ◽

Yubing Wang ◽

Yanguo Zhou

Keyword(s):

Wind Turbine ◽

Seismic Response ◽

Lateral Load ◽

Single Pile ◽

Centrifuge Modelling

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Measured Lateral Response of Mass on Single Pile in Clay

Journal of Geotechnical Engineering ◽

10.1061/(asce)0733-9410(1986)112:4(443) ◽

1986 ◽

Vol 112 (4) ◽

pp. 443-457 ◽

Cited By ~ 29

Author(s):

Geoffrey W. Blaney ◽

Michael W. O'Neill

Keyword(s):

Single Pile ◽

Lateral Response

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Study on Group Piles Effects of Offshore Engineering under Lateral Load

Advanced Materials Research ◽

10.4028/www.scientific.net/amr.919-921.824 ◽

2014 ◽

Vol 919-921 ◽

pp. 824-827

Author(s):

Sheng Jie Di ◽

Ming Yuan Wang ◽

Wen Bo Du

Keyword(s):

Lateral Load ◽

Soil Reaction ◽

Single Pile ◽

Soil Pressure ◽

Lateral Capacity ◽

Offshore Engineering ◽

Complex Process ◽

Pile Cap ◽

Practical Engineering ◽

Group Piles

The mechanical behavior of group piles under lateral load is a very complex process of pile-soil interaction. Due to the group effect, the lateral capacity of individual piles can not be fully developed. Deduction factors are applied to the lateral soil reaction, and then lateral analysis is performed for individual piles. After p-y curve for each pile is constructed, the soil pressure of group piles is the sum of soil pressure of single pile at the same deflection under one pile cap. The mechanical different behaviors of the front piles and the back piles are analyzed and compared based on a practical engineering.

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