The Settlement Behaviour of Single Axially Loaded Incompressible Piles and Piers
暂无分享,去创建一个
[1] M. Biot. General Theory of Three‐Dimensional Consolidation , 1941 .
[2] R. E. Gibson,et al. DISPLACEMENT FUNCTIONS AND LINEAR TRANSFORMS APPLIED TO DIFFUSION THROUGH POROUS ELASTIC MEDIA , 1960 .
[3] Harry G. Poulos,et al. The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions , 1968 .
[4] P Lumb,et al. NUMERICAL SOLUTION OF SOME PROBLEMS IN THE CONSOLIDATION OF CLAY. , 1953 .
[5] E. D'Appolonia,et al. Load Transfer in End-Bearing Steel H-Piles , 1963 .
[6] R. Cooke,et al. Experiments on Model Piles with Enlarged Bases , 1961 .
[7] H G Poulos. THE USE OF THE SECTOR METHOD FOR CALCULATING STRESSES AND DISPLACEMENTS IN AN ELASTIC MASS , 1967 .
[8] O. Ya. Shekhter,et al. Stress and displacement distributions in an elastic layer acted on by internal point forces , 1964 .
[9] R. D. Mindlin. Force at a Point in the Interior of a Semi-Infinite Solid , 1936 .
[10] H. Bolton Seed,et al. Closure of "The Action of Soft Clay along Friction Piles" , 1957 .
[11] E H Davis,et al. The movement of bridge approaches and abutments on soft foundation soils , 1962 .
[12] Lymon C. Reese,et al. Load Transfer for Axially Loaded Piles in Clay , 1966 .
[13] H. G. Poulos. Stresses and Displacements in an Elastic Layer Underlain by a Rough Rigid Base , 1967 .