BOUNDARY ELEMENT METHOD IN PROBLEMS OF WATER-SATURATED SOIL THAT HAS CREEP PROPERTY

Authors

  • V. H. Shapoval Prydniprovs’ka State Academy of Civil Engineering and Architecture, Ukraine
  • O. V. Shapoval Prydniprovs’ka State Academy of Civil Engineering and Architecture, Ukraine
  • V. V. Kapustin Prydniprovs’ka State Academy of Civil Engineering and Architecture, Ukraine

DOI:

https://doi.org/10.15802/stp2007/18166

Keywords:

boundary element method, creep, water saturated soil

Abstract

The aticle offers a calculation algorithm of the tensed & deformed state (TDS) of the water-saturated soil bases, possessing the quality of «creep», by the boundary element method (MBE). The main difference of the recommended modification of MBE from the generally accepted option is a possibility of forecasting the transformation of TDS of ground bases in time with account of their rheological properties.

Author Biographies

V. H. Shapoval, Prydniprovs’ka State Academy of Civil Engineering and Architecture

V. H. Shapoval

O. V. Shapoval, Prydniprovs’ka State Academy of Civil Engineering and Architecture

O. V. Shapoval

V. V. Kapustin, Prydniprovs’ka State Academy of Civil Engineering and Architecture

V. V. Kapustin

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Published

2007-02-25

How to Cite

Shapoval, V. H., Shapoval, O. V., & Kapustin, V. V. (2007). BOUNDARY ELEMENT METHOD IN PROBLEMS OF WATER-SATURATED SOIL THAT HAS CREEP PROPERTY. Science and Transport Progress, (14), 220–224. https://doi.org/10.15802/stp2007/18166

Issue

No. 14 (2007): ISSUE 14

Section

TRANSPORT CONSTRUCTION

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