DETERMINATION OF THE SHEAR STRENGTH OF SOIL ALONG THE LATERAL SURFACE OF DRIVEN PILES IN NUMERICAL INVESTIGATIONS

摘要

We present the results of full-scale and numerical investigations of piles driven and impressed in clay soils. We propose a procedure of application of the data of sounding to the correction of the parameters (specific adhesion and the angle of internal friction) in determining the shear strength of soil along the lateral surface of piles in the numerical investigations.