Lateral capacity of helical piles in clays

Journal of Geotechnical Engineering

Volumn 122, Issue 11, 1996, Pages 938-941

  Prasad, Yenumula V S N ^a   Rao, S Narasimha ^b  

^a MEMORIAL UNIVERSITY OF NEWFOUNDLAND   (Canada)

^b INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CLAY; HELICAL; MODEL TEST; PILE;

EID: 0030404643     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:11(938)     Document Type: Article

References (6)

1. Das, B. M. (1978). "Model test for uplift capacity of foundation in clay." Soils and Found., 18(2), 17-24.
2. Narasimha Rao, S., Prasad, Y. V. S. N., and Shetty, M. D. (1991). "The behaviour of model screw piles in cohesive soils." Soils and Found., 31(2), 35-50.
3. Narasimha Rao, S., and Prasad, Y. V. S. N. (1993). "Estimation of uplift capacity of helical pile anchors in clays." J. Geotech. Engrg., ASCE, 119(2), 352-357.
4. Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design. John Wiley and Sons, New York, N.Y.
5. Prasad, Y. V. S. N., and Narasimha Rao, S. (1994). "Pullout behaviour of model pile and helical pile anchors subjected to lateral cyclic loading." Can. Geotech. J., 31(1), 110-119.
6. Skempton, A. W. (1951). "The bearing capacity of clays." Proc., Build. Res. Congr., Vol. 1, 180-189.