Analysis of Angle Shaped Footing under Eccentric Loading-Reference-Cited by-同舟云学术

Analysis of Angle Shaped Footing under Eccentric Loading

Published:2000-12 Issue:12 Volume:126 Page:1151-1156
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mahiyar Hemant¹²,Patel A. N.¹²

Affiliation:

1. Reader, Civ. Engrg. Dept., Shri G. S. Inst. of Technol. and Sci., Indore, MP 452003, India. E-mail: director@gsitsernet.in

2. Prof., Civ. Engrg. Dept., Shri G. S. Inst. of Technol. and Sci., Indore, MP 452003, India. E-mail: anpatel@bom4.vsnl.net.in

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282000%29126%3A12%281151%29

Reference16 articles.

1. ANSYS user's manual Vols. 1 and 2. (n.d.). 4.4 DN–R144:44 Swanson Analysis Systems Inc. Houston Pa.

2. Bowles J. E. ( 1977). Foundation analysis & design McGraw-Hill New York.

3. “Rupture surfaces in sand under oblique loads.”;Jumikis A. R.;J. Soil Mech. and Found. Div,1956

4. Lee I. K. ( 1965). “Foundations subjected to moments.” Proc. 6th Int. Conf. on Soil Mech. and Found. Engrg . 2 108.

5. Mahiyar H. and Patel A. N. ( 1992). “The effect of lateral confinement on the bearing capacity of fine sand.” J. Indian Geotech . New Delhi 22(4) 227–234.

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