A numerical interpretation of the soil-pile interaction for the pile adjacent to an excavation in clay

2022 ◽  
Vol 121 ◽  
pp. 104344
Author(s):  
Hongjiang Li ◽  
Songyu Liu ◽  
Liyuan Tong
Keyword(s):  
Pile Interaction

A novel soil-pile interaction model for vertical pile settlement prediction

2021 ◽  
Author(s):  
Yunpeng Zhang ◽  
Wenbing Wu ◽  
Haikuan Zhang ◽  
M. Hesham El Naggar ◽  
Kuihua Wang ◽  
...  
Keyword(s):  
Interaction Model ◽  
Settlement Prediction ◽  
Pile Interaction ◽  
Pile Settlement

An Experimental Investigation for Soil-pile Interaction Under Harmonic Load

2021 ◽  
Author(s):  
M. K. Pradhan ◽  
Praveen Kumar ◽  
V. S. Phanikanth ◽  
Deepankar Choudhury ◽  
K. Srinivas
Keyword(s):  
Experimental Investigation ◽  
Harmonic Load ◽  
Pile Interaction

Foundation and Pile Interaction with Swelling Soil

2018 ◽  
Vol 55 (5) ◽  
pp. 291-297 ◽  
Author(s):  
Z. G. Ter-Martirosyan ◽  
A. Z. Ter-Martirosyan
Keyword(s):  
Swelling Soil ◽  
Pile Interaction

Analysis for Axial Vibration and Internal Forces of Totally and Partially Embedded Pile Groups with Flexible Caps

2010 ◽  
Vol 163-167 ◽  
pp. 3860-3867
Author(s):  
Qing Ren ◽  
Mao Song Huang
Keyword(s):  
Wind Farm ◽  
Mass Density ◽  
Offshore Wind ◽  
Parameter Study ◽  
Pile Groups ◽  
Inertial Interaction ◽  
Soil Deposits ◽  
Pile Interaction ◽  
Internal Forces ◽  
Dynamics Response

In this paper, a simplified analytical method is developed for the axial harmonic response of totally and partially embedded pile groups in homogeneous and layered soil deposits. Based on BDWF model, finite element sub-structure method is used to setup the dynamic model of cap-pile groups which can precisely simulate kinetic interaction and inertial interaction. A comprehensive parameter study focuses on the influence of caps’ elastic modulus and mass density on pile groups’ dynamic response, and then points out the limition of rigid cap in practical design. An approximate solution is finally presented for the internal forces distributed on pile heads due to pile-to-pile interaction. The solution of above approach was compared with that of traditional simplified model (rigid and massless cap solution) in simulating an in-site experiment and dynamics response of partially embedded pile groups for offshore wind farm.

Design procedure for landslide stabilization using sheet pile ribs

2019 ◽  
Vol 56 (4) ◽  
pp. 514-525 ◽  
Author(s):  
James R. Bartz ◽  
C. Derek Martin ◽  
Michael T. Hendry
Keyword(s):  
Limit Equilibrium ◽  
Unit Length ◽  
Design Procedure ◽  
Soil Reaction ◽  
Case Study Site ◽  
Rail Line ◽  
Pile Interaction ◽  
Stabilization Technique ◽  
Laterally Loaded

A design procedure was developed for a relatively unknown slope stabilization technique consisting of a series of parallel sheet piles installed parallel to the direction of slope movement. This technique was introduced in Alberta by R.M. Hardy in the 1970s and is locally referred to as “Hardy Ribs.” A case study is discussed where Canadian National (CN) Rail installed Hardy Ribs to stabilize a landslide affecting its rail line in western Manitoba. A proposed design procedure is discussed that consists of a de-coupled approach with a separate limit equilibrium slope stability analysis and laterally loaded pile analysis using p–y curves, where p is the soil reaction per unit length and y is the lateral deflection of the pile, to model the soil–pile interaction. Example calculations are provided for the proposed design procedure for the CN case study site to illustrate its use and to estimate the stabilizing effect from the Hardy Ribs at this site.

Simplified Soil-Pile Interaction Modeling under Impact Loading

2018 ◽  
Author(s):  
Mojdeh Asadollahi Pajouh ◽  
Jennifer Schmidt ◽  
Robert W. Bielenberg ◽  
John D. Reid ◽  
Ronald K. Faller
Keyword(s):  
Impact Loading ◽  
Interaction Modeling ◽  
Pile Interaction
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