Settlement of Embankments on Soft Clays (The Thirty-First Terzaghi Lecture)

The topic of consolidation of clays was partially chosen because it was Terzaghi's first major contribution to what we now call geotechnical engineering, as well as due to the author's years of interest in the topic. This manuscript addresses practical aspects of the prediction of time-dependent settlement of embankments on soft clays. The problems addressed include site exploration; solid modeling of field data; problems associated with taking, handling, and testing soil samples; efficient reduction, storage, and display of laboratory data; and analytical methods to handle such routine problems as effective-stress dependent coefficients of consolidation, large strains, nonlinear stress-strain curves, multidirectional flow, and secondary effects. Furthermore, this manuscript considers the lessons we have learned from analysis of full-scale case histories. In spite of the range of topics, this is not a state-of-the-art paper, in that no attempt is made to provide a cross section of references on all releva...

[1]  Andrew J. Whittle,et al.  Stress-Deformation Behavior of an Embankment on Boston Blue Clay , 1994 .

[2]  Subsurface Characterization With Solid Models , 1993 .

[3]  D. L. York,et al.  CONSTRUCTION ON MARSHLAND DEPOSITS: TREATMENTS AND RESULTS , 1966 .

[4]  D. T. Bergado,et al.  Deformation analysis of embankments , 1993 .

[5]  K. Terzaghi,et al.  Theorie der Setzung von Tonschichten : eine Einführung in die analytische Tonmechanik , 1936 .

[6]  L. Bjerrum ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS , 1967 .

[7]  Laing Barden,et al.  CONSOLIDATION OF CLAY WITH NON-LINEAR VISCOSITY , 1965 .

[8]  Gholamreza Mesri,et al.  Secondary compression of peat with or without surcharging , 1997 .

[9]  Ara Arman,et al.  Effects of Storage and Extrusion on Sample Properties , 1976 .

[10]  Alec Westley Skempton,et al.  Notes on the compressibility of clays , 1944, Quarterly Journal of the Geological Society of London.

[11]  Harvey E. Wahls,et al.  Consolidation Under Constant Rates of Strain , 1969 .

[12]  Donald W. Taylor,et al.  Fundamentals of soil mechanics , 1948 .

[13]  Roy E. Olson,et al.  Estimation of Consolidation Properties of Clay from Field Observations , 1979 .

[14]  Robert L. Schiffman,et al.  The Secondary Consolidation of Clay , 1966 .

[15]  M. Wong,et al.  Explicit evaluation of the representation functions of ISO(n) , 1980 .

[16]  K. Terzaghi,et al.  Soil mechanics in engineering practice , 1948 .

[17]  M. Bozozuk,et al.  Laboratory and field determination of preconsolidation pressures at Gloucester , 1983 .

[18]  James K. Thompson,et al.  Report of Consolidation Tests with Peat , 1952 .

[19]  Alec Westley Skempton,et al.  From Theory to Practice in Soil Mechanics , 1961 .

[20]  Allen Hazen,et al.  Hydraulic-Fill Dams , 1919 .

[21]  L. Bjerrum,et al.  Geotechnical Properties of Norwegian Marine Clays , 1954 .

[22]  R. E. Olson Consolidation Under Time-Dependent Loading , 1977 .

[23]  L. Barden Primary and Secondary Consolidation of Clay and Peat , 1968 .

[24]  Tuncer B. Edil,et al.  Prediction of Peat Settlement , 1984 .

[25]  J. Michael Duncan,et al.  Limitations of Conventional Analysis of Consolidation Settlement , 1993 .

[26]  Alec Westley Skempton,et al.  Vane Tests in the Alluvial Plain of the River Forth Near Grangemouth , 1948 .

[27]  Kenneth H. Stokoe,et al.  NONDESTRUCTIVE TESTING OF PAVEMENTS USING SURFACE WAVES , 1984 .