Interface stresses between soil and large diameter drilled shaft under lateral loading

Geotechnical Special Publication

Volumn , Issue 124, 2004, Pages 816-825

  Janoyan, Kerop D ^a,b   Whelan, Matthew J ^b  

^a Geo Institute   (United States)

^b Clarkson University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); DRILLING; GEOTECHNICAL ENGINEERING; HIGHWAY BRIDGES; INTERFACES (MATERIALS); SOIL STRUCTURE INTERACTIONS; STRESSES; STRUCTURAL LOADS;

INTERFACE STRESSES; LATERAL LOADING;

MINE SHAFTS;

EID: 1642289170     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40713(2004)49     Document Type: Conference Paper

References (10)

1. Bierschwale, M., Coyle, H., and Bartoskewitz, R. (1981). "Lateral Load Tests on Drilled Shafts Founded in Clay," Drilled Piers and Caissons, ASCE, 98-113.
2. Briaud, J., Smith, T., and Meyer, B. (1983). "Pressuremeter Gives Elementary Model For Laterally Loaded Piles," Intl. Symp. on In Situ Testing of Soil and Rock, Paris.
3. Briaud, J., Smith, T., and Tucker, L. (1985). "A Pressuremeter Method for Laterally Loaded Piles," Intl. Conf. Soil Mechanics and Foundation Engineering, San Francisco.
4. California Department of Transportation (Caltrans). (1995). "Bridge Design Specifications Manual".
5. California Department of Transportation (Caltrans). (1999). "Caltrans Seismic Design Criteria".
6. Janoyan, K. (2001). "Interaction between Soil and Full-Scale Drilled Shaft under Cyclic Lateral Load." Ph.D. Dissertation, Dept. of Civil & Envir. Engrg., University of California, Los Angeles, CA.
7. Janoyan, K., Stewart, J. P., and Wallace, J. W. (2001). "Analysis of p-y Curves from Lateral Load Test of Large Diameter Drilled Shaft in Stiff Clay," Proc., 6th Caltrans Workshop on Seismic Research, Sacramento, CA, paper 5-105.
8. Kasch, V., Coyle, H., Bartoskewitz, R., and Sarver, W. (1977). "Lateral Load Test of a Drilled Shaft in Clay," Research Report No. 211-1, Texas Transportation Institute, Texas A&M University, College Station.
9. McClelland, B. and Focht, J. (1958). "Soil Modulus for Laterally Loaded Piles," Transactions, ASCE, Vol. 123, Paper 2954, 1049-1086.
10. Smith, T. and Slyh, R. (1986). "Side Friction Mobilization Rates for Laterally Loaded Piles from the Pressuremeter," The Pressuremeter and Its Marine Applications: Second Intl. Symposium, ASTM STP 950, 478-491.