Soil Mechanics and Foundation Engineering
Volume 42, Number 1, 28-33, DOI: 10.1007/s11204-005-0018-7

On certain characteristic design features of pile foundations in soils classed as type II in terms of proneness to slump-type settlement

A. A. Grigoryan

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Abstract

Positive experience is noted for use of pile foundations in the construction of high-rise buildings and structures under complex soil conditions. V. I. Krutovrsquos paper, which was published in order of discussion in our journal (No. 6, 2003), is analyzed.
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 21–25, January–February, 2005.

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