Reliability-based design for allowable bearing capacity of footings on rock masses by considering angle of distortion
暂无分享,去创建一个
Jianye Ching | Yu-Gang Hu | Zon-Yee Yang | J. Ching | Y. Hu | Jang-Quang Shiau | Jeng-Cheung Chen | Yisa Li | Zon-Yee Yang | Jang-Quang Shiau | Jeng-Cheung Chen | Yi-San Li
[1] Sung-Eun Cho,et al. Effect of spatial variability of cross‐correlated soil properties on bearing capacity of strip footing , 2010 .
[2] Influence of soil variability on differential settlements of structures , 2003 .
[3] Mark S. Diederichs,et al. Stability of large excavations in laminated hard rock masses: the voussoir analogue revisited , 1999 .
[4] Gordon A. Fenton,et al. Probabilistic Foundation Settlement on Spatially Random Soil , 2002 .
[5] J. B. Hansen,et al. A general formula for bearing capacity , 1961 .
[6] E. T. Brown,et al. Underground excavations in rock , 1980 .
[7] Gordon A. Fenton,et al. Bearing-capacity prediction of spatially random c ϕ soils , 2003 .
[8] R. Coon,et al. Predicting In Situ Modulus of Deformation Using Rock Quality Indexes , 1970 .
[9] Kok-Kwang Phoon,et al. Reliability-Based Design of Foundations for Transmission Line Structures , 2006 .
[10] William S. Gardner,et al. Drilled pier foundations , 1972 .
[11] Candan Gokceoglu,et al. Technical Note Indirect determination of the modulus of deformation of rock masses based on the GSI system , 2004 .
[12] F. H. Kulhawy,et al. Reliability-based design of foundations for transmission line structures. Final report , 1995 .
[13] F. Kulhawy,et al. A comparative evaluation of rock strength measures , 1984 .
[14] D. V. Griffiths,et al. Three-Dimensional Probabilistic Foundation Settlement , 2005 .
[15] E. Hoek,et al. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation , 1998 .
[16] Denys Breysse,et al. A GENERIC APPROACH TO SOIL-STRUCTURE INTERACTION CONSIDERING THE EFFECTS OF SOIL HETEROGENEITY , 2005 .
[17] Z. Bieniawski. Determining rock mass deformability: experience from case histories , 1978 .
[18] E. Hoek,et al. Estimating the geotechnical properties of heterogeneous rock masses such as flysch , 2001 .
[19] R. Goodman. Introduction to Rock Mechanics , 1980 .
[20] George Deodatis,et al. Effects of random heterogeneity of soil properties on bearing capacity , 2005 .
[21] Gordon A. Fenton,et al. RELIABILITY OF TRADITIONAL RETAINING WALL DESIGN , 2005 .
[22] Evert Hoek,et al. HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .
[23] Herbert H. Einstein,et al. Using RQD to estimate the deformation modulus of rock masses , 2004 .
[24] P. K. Kaiser,et al. Support of underground excavations in hard rock , 1995 .
[25] E. Vanmarcke. Probabilistic Modeling of Soil Profiles , 1977 .
[26] G. Fenton,et al. Simulation of random fields via local average subdivision , 1990 .
[27] Denys Breysse,et al. Influence of soil heterogeneity on load redistribution and settlement of a hyperstatic three-support frame , 2005 .
[28] N. D. Perrin,et al. Applicability of the Hoek-Brown Failure Criterion to New Zealand Greywacke Rocks , 1999 .
[29] A. Nour,et al. Foundation settlement statistics via finite element analysis , 2002 .
[30] Evert Hoek,et al. Practical estimates of rock mass strength , 1997 .
[31] E. Hoek,et al. Empirical estimation of rock mass modulus , 2006 .
[32] Claudia Cherubini,et al. Reliability evaluation of shallow foundation bearing capacity on c', Φ' soils , 2000 .