Effects of installing displacement piles in a high OCR clay
暂无分享,去创建一个
[1] M. Randolph. Design Considerations for Offshore Piles , 1983 .
[2] Harry G. Poulos,et al. Pile behaviour - theory and application , 1989 .
[3] K. Karlsrud,et al. AXIAL STATIC CAPACITY OF STEEL MODEL PILES IN OVERCONSOLIDATED CLAY. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .
[4] Rhg Parry,et al. EFFECTIVE STRESS METHODS OF CALCULATING SKIN FRICTION ON DRIVEN PILES IN SOFT CLAY , 1977 .
[5] Roy E. Olson,et al. Axial Capacity of Steel Pipe Piles in Clay , 1983 .
[6] Richard Jardine,et al. Investigations of pile-soil behaviour, with special reference to the foundations of offshore structures , 1985 .
[7] J S Anderson,et al. Evaluation of API Method Using 98 Vertical Pile Load Tests , 1987 .
[8] Robert M. Semple,et al. Shaft Capacity of Driven Pipe Piles in Clay , 1984 .
[9] M. M. Baligh. Strain Path Method , 1985 .
[10] C. P. Wroth,et al. Field studies of an instrumented model pile in clay , 1989 .
[11] J. D. Murff,et al. Pile capacity in a softening soil , 1980 .
[12] Amr S. Azzouz,et al. FIELD MEASUREMENTS ON MODEL PILE IN TWO CLAY DEPOSITS , 1988 .
[13] Michael W. O'Neill,et al. Installation of Pile Group in Overconsolidated Clay , 1982 .
[14] The effect of rate on residual strength of soil , 1986 .
[15] J. A. Charles,et al. Discussion: In situ measurement of horizontal stress in overconsolidated clay using push-in spade-shaped pressure cells , 1981 .
[16] N. Som. The effect of stress path on the deformation and consolidation of London clay , 1968 .
[17] A. S. Vesić. Expansion of Cavities in Infinite Soil Mass , 1972 .
[18] A. Bond,et al. Behaviour of displacement piles in overconsolidated clays , 1989 .