Influence of strain rate on undrained shear characteristics of Ko-consolidated cohesive soils

2017 ◽  
Vol 62 (2) ◽  
pp. 367-384
Author(s):  
Sebastian Olesiak

Abstract Soil strength parameters needed for the calculation of bearing capacity and stability are increasingly determined from field testing. This paper presents a method to determine the undrained shear strength cuWST of the soil, based on the Weight Sounding Test (WST). The innovative solution which allows for a significant reduction of equipment needed for geotechnical field investigation is presented. The proposed method is based on an additional measurement of the torque during testing. It then becomes possible to estimate the undrained shear strength, cuWST of the soil, using the correlation given in this paper. The research results presented in this paper were carried out on selected cohesive soils, Miocene clays from the Carpathian Foredeep.


1995 ◽  
Vol 35 (1) ◽  
pp. 147-162 ◽  
Author(s):  
Pisit Kuntiwattanakul ◽  
Ikuo Towhata ◽  
Kanta Ohishi ◽  
Ichiro Seko

Landslides ◽  
1993 ◽  
Vol 29 (4) ◽  
pp. 25-31_1
Author(s):  
Takeshi KAMEI ◽  
Hiroaki SANO

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