Approach for Estimating Effective Friction Angle from Cone Penetration Test in Unsaturated Residual Soils

2017 ◽  
Vol 143 (11) ◽  
pp. 04017087 ◽  
Author(s):  
Chien-Ting Tang ◽  
Roy H. Borden ◽  
Mohammed A. Gabr
Author(s):  
X. H. Shen Huang ◽  
C. H. Juang

Existing relations that are commonly used for determining the drained friction angle (Φ’) of sands using tip resistance (qc) from a cone penetration test are examined. Emphasis is placed on reducing the uncertainty associated with these qc-Φ’ relations. A methodology is developed by which the uncertainty in these relations, called model uncertainty, may be reduced through the use of an aggregation technique based on characterization of sand compressibility. Case studies are presented to illustrate the entire methodology. Results of the case studies show that the uncertainty associated with these qc-Φ’ relations may be reduced and the reliability of the estimated drained friction angle may be improved.


2004 ◽  
Vol 41 (5) ◽  
pp. 796-813 ◽  
Author(s):  
Anne-Marie LeBlanc ◽  
Richard Fortier ◽  
Michel Allard ◽  
Calin Cosma ◽  
Sylvie Buteau

Two high-resolution multi-offset vertical seismic profile (VSP) surveys were carried out in a permafrost mound near Umiujaq in northern Quebec, Canada, while performing seismic cone penetration tests (SCPT) to study the cryostratigraphy and assess the body waves velocities and the dynamic properties of warm permafrost. Penetrometer-mounted triaxial accelerometers were used as the VSP receivers, and a swept impact seismic technique (SIST) source generating both compressional and shear waves was moved near the surface following a cross configuration of 40 seismic shot-point locations surrounding each of the two SCPTs. The inversion of travel times based on a simultaneous iterative reconstruction technique (SIRT) provided tomographic images of the distribution of seismic velocities in permafrost. The Young's and shear moduli at low strains were then calculated from the seismic velocities and the permafrost density measured on core samples. The combination of multi-offset VSP survey, SCPT, SIST, and SIRT for tomographic imaging led to new insights in the dynamic properties of permafrost at temperatures close to 0 °C. The P- and S-wave velocities in permafrost vary from 2400 to 3200 m/s and from 900 to 1750 m/s, respectively, for a temperature range between –0.2 and –2.0 °C. The Young's modulus varies from 2.15 to 13.65 GPa, and the shear modulus varies from 1.00 to 4.75 GPa over the same range of temperature.Key words: permafrost, seismic cone penetration test, vertical seismic profiling, seismic tomography, dynamic properties.


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