CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Connect with your social network account

Civil Engineering Association eBooks Journals, Papers and Presentations Soil deformation pattern around laterally loaded piles

Soil deformation pattern around laterally loaded piles
 asim99

Professional Member

Registered
Pakistan
User ID: 9774
Joined: Oct 2009
Posts: 603
Threads: 476
Likes: 6,383 in 594 posts
Given Likes: 377
Points: 54,091 EP

#1
05-06-2013, 05:09 PM
Soil deformation pattern around laterally loaded piles

Author: Masoud Hajialilue-Bonab, Yones Sojoudi, Habin Azarnya-Shahgoli | Size: 1 MB | Format: PDF | Quality: Unspecified | Publisher: ICE Publishing | Year: 2011 | pages: 10


[Image: info.png]

In the analysis of soil–pile interaction under lateral load, the behaviour of soil around a pile is an important parameter
which has a great influence on the results. In this paper the three-dimensional deformation pattern of soil around
laterally loaded piles was studied on small-scale physical models in the laboratory using the particle image velocimetry
method. In each step of loading two digital cameras were used to capture the deformed piles and soil, one above and
the other on the side. One of the cameras was placed vertically in front of the test box and the other horizontally on top
of it. Image processing was undertaken to evaluate the three-dimensional behaviour of deformed soil. Particle image
velocimetry analysis was undertaken to obtain the displacement. The deformation pattern and shear strains of soil
around laterally loaded single pile and pile groups were studied. The effects of pile length, stiffness and diameter on the
soil deformation pattern were investigated. The group effect and interaction between piles in pile groups were also
studied. Experimental results showed that a conical passive zone is established in front of laterally loaded piles.

[Image: download.png]
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************



[Image: password.png]
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************




This post has been made by CivilEA Post-Generator v2.2.0
a- Follow the Forum Rules.
b- Use Search function before asking question, requesting or posting.
c- Use THANKS button if you like someone's post.
d- If you like abook/software then please buy the original. Encourage the writer/developer to continue their good work.



[-] The following 7 users Like asim99's post:7 users Like asim99's post
  • Evandrojr, Dell_Brett, malc, cardinal85, utan, ykhackhack, freequo
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  BEHAVIOUR OF STEEL SINGLE ANGLE COMPRESSION MEMBERS AXIALLY LOADED THROUGH ONE LEG asim99 1 2,987 10-16-2014, 12:00 AM
Last Post: KhaLed-S.E
  Loading Pattern and Spatial Distribution of Dynamic Wind Load and Comparison of Wind TAFATNEB 0 2,524 09-05-2014, 02:40 PM
Last Post: TAFATNEB
  Seismic Behavior of RC Elevated Water Tankunder Different Types of Staging Pattern TAFATNEB 0 2,603 05-10-2014, 09:16 AM
Last Post: TAFATNEB
  Design and Analysis of Heavily Loaded Reinforced Concrete Link Beams for Burj Dubai malc 2 4,830 01-13-2014, 11:31 AM
Last Post: bigone
  Proposal of lateral load pattern for pushover analysis of RC buildings TAFATNEB 0 2,429 11-23-2013, 01:32 PM
Last Post: TAFATNEB

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode