09-22-2013, 12:49 PM
Hello all i need the folloowing research paper
1. ”Explicit Stresses under Rectangular Footings.”
Journal of Geotechnical Engineering
by R. Irles1 and F. Irles2
Volume 120, Issue 2 (February 1994) pages 444–450.
2. Stresses from linearly distributed pressures over rectangular areas
By Halil Murat Algin†
nternational Journal for Numerical and Analytical Methods in Geomechanics
Volume 24, Issue 8, pages 681–692, July 2000
3.) Algin, H. M. (2007). “Practical formula for dimensioning a rectangular
footing.” Eng. Structures, 29(6), 1128–1134.
4) FOUNDATION PRESSURES BENEATH RECTANGULAR FOOTINGS. TECHNICAL NOTE..
Author: A CSENKI
Source: ICE Proceedings, Volume 83, Issue 2, 01 June 1987 , pages 465 –473
5) Gurfinkel, G. (1970). “Analysis of footings subjected to biaxial bending.”
J. Struct. Div., 96(6), 1049–1059.
6) Hackman, M. (1977). “Bearing pressures on bridge footings.” Civil. Eng., 11,
37–39.
7) Dimensioning Footings Subjected to Eccentric Loads
William H. Highter, M. ASCE1; and John C. Anders2
Journal of Geotechnical Engineering
Volume 111, Issue 5 (May 1985)
I'll be greatly indebted to anyone who can share these papers with me .These paper are very important piece of technical literature , please share . I 'll be extremely thankfull and greatfull to anyone who can help me with them
1. ”Explicit Stresses under Rectangular Footings.”
Journal of Geotechnical Engineering
by R. Irles1 and F. Irles2
Volume 120, Issue 2 (February 1994) pages 444–450.
Code:
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http://forum.civilea.com/thread-27464.html
***************************************
2. Stresses from linearly distributed pressures over rectangular areas
By Halil Murat Algin†
nternational Journal for Numerical and Analytical Methods in Geomechanics
Volume 24, Issue 8, pages 681–692, July 2000
Code:
***************************************
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
***************************************
3.) Algin, H. M. (2007). “Practical formula for dimensioning a rectangular
footing.” Eng. Structures, 29(6), 1128–1134.
Code:
***************************************
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
***************************************
4) FOUNDATION PRESSURES BENEATH RECTANGULAR FOOTINGS. TECHNICAL NOTE..
Author: A CSENKI
Source: ICE Proceedings, Volume 83, Issue 2, 01 June 1987 , pages 465 –473
Code:
***************************************
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
***************************************
5) Gurfinkel, G. (1970). “Analysis of footings subjected to biaxial bending.”
J. Struct. Div., 96(6), 1049–1059.
Code:
***************************************
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
***************************************
6) Hackman, M. (1977). “Bearing pressures on bridge footings.” Civil. Eng., 11,
37–39.
Code:
***************************************
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
***************************************
7) Dimensioning Footings Subjected to Eccentric Loads
William H. Highter, M. ASCE1; and John C. Anders2
Journal of Geotechnical Engineering
Volume 111, Issue 5 (May 1985)
Code:
***************************************
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
***************************************
I'll be greatly indebted to anyone who can share these papers with me .These paper are very important piece of technical literature , please share . I 'll be extremely thankfull and greatfull to anyone who can help me with them