Civil Engineering Association

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Hi,
1-Design method of piled-raft foundations under vertical load considering interaction effects

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2- An approximation for analysis of raft and piled raft foundations

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3- An approximate analysis procedure for piled raft foundations

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4- Elastic analysis of piled raft foundations in a homogeneous soil

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5- Piled raft foundations on stiff clays - a contribution to design philosophy

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6- Interaction between pile and raft in piled raft foundation

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Thanks in advance.
Mary Cutesmile

For mary
1-Design method of piled-raft foundations under vertical load considering interaction effects

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Hi, I need this paper:
Techniques for mode separation in Rayleigh wave testing
Mourad Karray,Guy Lefebvre
Volume 29, Issue 4, April 2009, Pages 607–619
Soil Dynamics and Earthquake Engineering

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Thanks in advance

Techniques for mode separation in Rayleigh wave testing

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Hi guys, I need the following paper. thanks in advance:

An improved ant colony optimization for the design of planar steel frames - A.Kaveh

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An improved ant colony optimization for the design of planar steel frames

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Hello,

I need a following paper. Thanks in advance:

Citizenship behavior and effectiveness in temporary organizations

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Here get it;
Citizenship behavior and effectiveness in temporary organizations

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Dear members,

can someone share following articles:

A large-scale soil-structure interaction experiment: Design and construction
H.T Tang, Y.K Tang, J.C Stepp, I.B Wall, E Lin, S.C Cheng, S.K Lee
Nuclear Engineering and Design
Volume 111, Issue 3, 2 February 1989, Pages 371–379
Available at:

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and

Lotung large-scale seismic experiment and soil-structure interaction method validation
H.T Tang, Y.K Tang, J.C Stepp
Nuclear Engineering and Design
Volume 123, Issues 2–3, 2 October 1990, Pages 397–412
Available at:

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Kind regards,
Grunf

Dear Grunf
Here Get these;
A large-scale soil-structure interaction experiment: Design and construction
and
Lotung large-scale seismic experiment and soil-structure interaction method validation

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mary

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Grunf

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