On the Influence of the Loading History of Sheet Pilings with Stabilized Soil Mass on Their Stress-Strain State


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Abstract

A method is proposed for taking account of the loading history of sheet pilings with a stabilized soil mass in calculations of their stress-strain state. The effect of doing so on the calculation of structures is shown.

About the authors

Yu. M. Gutkin

Soyuzproektverf’ Design Firm

Author for correspondence.
Email: spv@sstc.spb.ru
Russian Federation, St. Petersburg

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