论文信息 - P-ULTIMATE FOR UNDRAINED ANALYSIS OF LATERALLY LOADED PILES. DISCUSSION AND CLOSURE

P-ULTIMATE FOR UNDRAINED ANALYSIS OF LATERALLY LOADED PILES. DISCUSSION AND CLOSURE

A discussion of a paper with the aforementioned title by Murff and Hamilton, published in this journal (Volume 119, Number 1, January 1993), is presented. The discussion focuses on laterally loaded piles in layered soils. Maugeri, Castelli, and Motta assert that the authors' method overpredicts the ultimate lateral resistance on the pile. Discussion is followed by closure from the authors.

J. D. Murff | J. M. Hamilton

[1] D. C. Drucker,et al. Soil mechanics and plastic analysis or limit design , 1952 .

[2] B B Broms,et al. Lateral Resistance of Piles in Cohesive Soils , 1964 .

[3] H. Matlock. Correlation for Design of Laterally Loaded Piles in Soft Clay , 1970 .

[4] Wai-Fah Chen. Limit Analysis and Soil Plasticity , 1975 .

[5] Lymon C. Reese,et al. Field Testing and Analysis of Laterally Loaded Piles om Stiff Clay , 1975 .

[6] J. D. Murff,et al. Foundation Stability on Nonhomogeneous Clays , 1977 .

[7] M. Georgiadis. Development of P-Y Curves for Layered Soils , 1983 .

[8] M. Randolph,et al. The limiting pressure on a circular pile loaded laterally in cohesive soil , 1984 .