Behavior of interacting parallel strip footings

Electronic Journal of Geotechnical Engineering

Volumn 7 A, Issue , 2002, Pages

  Jao, Mien ^a   Wang, Mian C ^b   Chou, H C ^a   Lin, C J ^a  

^a Lamar University   (United States)

^b The Pennsylvania State University   (United States)

Author keywords

Footing behavior; Footing settlement; Footing tilting; Interaction; Strip footings

Indexed keywords

EID: 0036452723     PISSN: 10893032     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Das, B. M., Puri, V.K., and Neo, B.K. (1993), "Interference Effects Between Two Surface Footings on Layered soil". Transportation Research Record No. 1406, Transportation Research Board, Washington, D.C., pp.34-40.
2. Das, B. M. and Larbi-Cherif, S. (1983a)."Ultimate Bearing Capacity of Closely Spaced Strip Foundations". Transportation Research Record 945, TRB: 37-39.
3. Das, B. M. and Larbi-Cherif, S. (1983b). "Bearing Capacity of Two Closely Spaced Shallow Foundations on Sand". Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, 23(1): 1-7.
4. Wang, M. C., Jao, M., and Hsieh, C. W. (1994), "Effect of Underground Cavity on Footing Interaction". Proceedings, XIII International Conference on Soil Mechanics & Foundation Engineering, New Delhi, India, Vol.2, pp. 575-578.
5. Hsieh, C. W. and Wang, M. C. (1992), "Bearing Capacity Determination Method for Strip Surface Footings Underlain by Void". Transportation Research Record No. 1336, Transportation Research Board, Washington, D. C. pp 90-95.
6. Stuart, J. G. (1962), "Interference Between Foundation with Special Reference to Surface Footings in Sand". Geotechnique 12(1): 15-22.
7. West, J. M. and Stuart, J. G. (1965), "Oblique Loading Resulting from Interference Between Surface Footings on Sand". Proceedings of 6th International Conference on Soil Mechanics and Foundation Engineering (2): 214-217.