Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties

AbstractTo enhance the assessment of the overconsolidation ratio (OCR), this paper describes the importance of relating the soil type and soil index properties to the empirical correlations used to evaluate the preconsolidation stress and OCR using the piezocone and the importance to apply the normalized soil behavior approach. Data from a variety of sites is assembled using published and unpublished sources to develop empirical correlations for the normalized soil behavior or the stress history and normalized soil engineering parameter-based approach that vary with the plasticity index, liquid limit, median particle size, and organic content of the soil. Examples are presented to illustrate application of the correlations.

[1]  Ken Been,et al.  INTERPRETATION OF MATERIAL STATE FROM THE CPT IN SANDS AND CLAY. PENETRATION TESTING IN THE UK. PROCEEDINGS OF THE GEOTECHNOLOGY CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS AND HELD IN BIRMINGHAM ON 6-8 JULY 1988 , 1989 .

[2]  K. Karlsrud,et al.  AXIAL STATIC CAPACITY OF STEEL MODEL PILES IN OVERCONSOLIDATED CLAY. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 , 1985 .

[3]  Tom Lunne,et al.  Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay , 1996 .

[4]  Charles C. Ladd,et al.  Engineering Properties of Boston Blue Clay from Special Testing Program , 1999 .

[5]  Charles C. Ladd,et al.  Consolidated-Undrained Direct-Simple Shear Tests on Saturated Clays. , 1972 .

[6]  Paul W. Mayne,et al.  Statistical relationships between piezocone measurements and stress history of clays , 1996 .

[7]  Jean Benoît,et al.  National Geotechnical Experimentation Sites , 2000 .

[8]  Knut H. Andersen,et al.  Static Plate Loading Tests on Overconsolidated Clay , 1982 .

[9]  Paul W. Mayne,et al.  Profiling OCR in Stiff Clays by CPT and SPT , 1988 .

[10]  Jjm Powell,et al.  INTERPRETATION AND USE OF THE PIEZOCONE TEST IN UK CLAYS. PENETRATION TESTING IN THE UK. PROCEEDINGS OF THE GEOTECHNOLOGY CONFERENCE ORGANIZED BY THE INSTITUTION OF CIVIL ENGINEERS AND HELD IN BIRMINGHAM ON 6-8 JULY 1988 , 1989 .

[11]  I Hers,et al.  EVALUATION OF CONE PRESSUREMETER TESTS IN SOFT COHESIVE SOILS . PRESSUREMETERS. PROCEEDINGS OF THE THIRD INTERNATIONAL SYMPOSIUM, ORGANISED BY THE BRITISH GEOTECHNICAL SOCIETY, OXFORD UNIVERSITY, APRIL 2-6, 1990 , 1990 .

[12]  Charles C. Ladd,et al.  New design procedure for stability of soft clays , 1974 .

[13]  T. Berre,et al.  Block sampling of sensitive clays , 1986 .

[14]  T. Lunne,et al.  Correlation between cone resistance and vane shear strength in some Scandinavian soft to medium stiff clays: Reply , 1976 .

[15]  Alan J. Lutenegger National Geotechnical Experimentation Site: University of Massachusetts , 2000 .

[16]  M Mulabdic,et al.  Piezocone tests in clay , 1991 .

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