Estimation of toe load-settlement relation of non-displacement piles based on back-analysis of in-situ tests
暂无分享,去创建一个
[1] Jean-Pierre Bardet,et al. Bounding Surface Plasticity Model for Sands , 1986 .
[2] Martin Fahey,et al. Measuring the small-strain behaviour of sand in situ , 1994 .
[3] Hiroaki Nagaoka,et al. TOE BEARING BEHAVIORS OF LARGE DIAMETER PILES ESTIMATED BY LOADING TESTS OF SMALL DIAMETER PILES , 1999 .
[4] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[5] BACK-ANALYSIS OF DEFORMATION AND MOHR-COULOMB STRENGTH PARAMETERS BASED ON INITIAL STRAIN METHOD , 1993 .
[6] G. Wayne Clough,et al. Behavior of Granular Materials Under High Stresses , 1968 .
[7] M. D. Bolton,et al. Discussion: The strength and dilatancy of sands , 1987 .
[8] E. Beer,et al. The Scale Effect in the Transposition of the Results of Deep-sounding Tests on the Ultimate Bearing Capacity of Piles and Caisson Foundations , 1963 .
[9] Hidekazu Murata,et al. A Stress-Strain Relationship for Anisotropically Consolidated Sand over a Wide Stress Region , 1991 .
[10] Tsuneyoshi Nakamura,et al. EFFECT OF UNDERREAMED END SHAPES ON THE STRUCTURAL STRENGTH OF CAST-IN-PLACE CONCRETE PILE ENDS , 1995 .
[11] James A. Anderson,et al. An Introduction To Neural Networks , 1998 .
[12] Yannis F. Dafalias,et al. Unified critical-state bounding-surface plasticity model for soil , 1994 .