Critical Hydraulic Gradients of Internal Erosion under Complex Stress States
暂无分享,去创建一个
[1] R. Bathurst,et al. Analytical study of induced anisotropy in idealized granular materials , 1989 .
[2] E. Selig,et al. Preparing Test Specimens Using Undercompaction , 1978 .
[3] K Terzaghi,et al. 45TH JAMES FORREST LECTURE, 1939. SOIL MECHANICS - A NEW CHAPTER IN ENGINEERING SCIENCE , 1939 .
[4] T. C. Kenney,et al. Internal stability of granular filters , 1985 .
[5] A. Skempton,et al. Experiments on piping in sandy gravels , 1994 .
[6] R. Moffat,et al. Spatial and temporal progression of internal erosion in cohesionless soil , 2011 .
[7] Li Min Zhang,et al. Diagnosis of embankment dam distresses using Bayesian networks. Part I. Global-level characteristics based on a dam distress database , 2011 .
[8] C K Shen,et al. An Automated Triaxial Testing System , 1988 .
[9] James K. Mitchell,et al. Fundamentals of soil behavior , 1976 .
[10] R. Moffat,et al. A hydromechanical relation governing internal stability of cohesionless soil , 2011 .
[11] Masanobu Oda,et al. STRESS-INDUCED ANISOTROPY IN GRANULAR MASSES , 1985 .
[12] K. Ikeda,et al. Imperfection Sensitivity for Size Effect of Granular Materials , 1993 .
[13] Ming Peng,et al. Breaching parameters of landslide dams , 2012, Landslides.
[14] Kevin S. Richards,et al. True triaxial piping test apparatus for evaluation of piping potential in earth structures , 2010 .
[15] Chi Fai Wan,et al. Time for Development of Internal Erosion and Piping in Embankment Dams , 2003 .
[16] Tien-kuen Hnang,et al. Stability analysis of an earth dam under steady state seepage , 1996 .
[17] Yoginder P. Vaid,et al. Seepage forces and confining pressure effects on piping erosion , 2000 .
[18] Li Min Zhang,et al. Breaching Parameters for Earth and Rockfill Dams , 2009 .
[19] L. Zhang,et al. A Stress-controlled Erosion Apparatus for Studying Internal Erosion in Soils , 2011 .
[20] R. Moffat,et al. Observations on internal stability of cohesionless soils , 2006 .
[21] Fateh Bendahmane,et al. Experimental Parametric Study of Suffusion and Backward Erosion , 2008 .
[22] B. Indraratna,et al. ANALYSIS OF CRITICAL HYDRAULIC GRADIENT FOR PARTICLE MOVEMENT IN FILTRATION , 2002 .
[23] Victor Milligan,et al. Some Uncertainties in Embankment Dam Engineering , 2003 .
[24] T. C. Kenney,et al. Controlling constriction sizes of granular filters , 1985 .
[25] Fred H. Kulhawy,et al. Stresses and Movements in Oroville Dam , 1972 .
[26] Jean Lafleur,et al. Filtration of Broadly Graded Cohesionless Soils , 1989 .
[27] Li Min Zhang,et al. Effects of abutment slopes on the performance of high rockfill dams , 1997 .
[28] Emir José Macari,et al. Internal Erosion and Rehabilitation of an Earth-Rock Dam , 2011 .
[29] Li Min Zhang,et al. SEEPAGE FAILURE MECHANISM OF THE GOUHOU ROCKFILL DAM DURING RESERVOIR WATER INFILTRATION , 2006 .
[30] Robin Fell,et al. Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations , 2008 .
[31] Buddhima Indraratna,et al. Assessing the Potential of Internal Erosion and Suffusion of Granular Soils , 2011 .
[32] Y. Xu,et al. Analysis of earth dam failures: A database approach , 2009 .
[33] R. Fry. The state of the art of assessing the likelihood of internal erosion of embankment dams, water retaining structures and their foundations. , 2007 .