THE ANALYSIS OF CONSOLIDATION PROCESS OF CLAY SOILS FROM CAUSED BY THE DUTY PROCESS IN ERECTIONS THE ROAD BED OF HIGHWAYS

Authors

  • L. M. Timofeeva Perm National Research Polytechnic University, Russian Federation, Russian Federation

DOI:

https://doi.org/10.15802/stp2010/13380

Keywords:

consolidation, clayey soil, technological load, of sub grade, motor road

Abstract

The analysis of consolidation process of condensed water-saturated clay soils of the floodable bridge-approach fill to the bridge across Kama River, erected by method called «Intensive technology», is presented. The method consists in the arrangement of drainage longitudinal and cross-section cuts for acceleration of consolidation of soils of the road bad and the base composed from the weak, strongly compressible water-saturated clay soils of different consistency.

Author Biography

L. M. Timofeeva, Perm National Research Polytechnic University, Russian Federation

L. M. Timofeeva

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Published

2010-08-25

How to Cite

Timofeeva, L. M. (2010). THE ANALYSIS OF CONSOLIDATION PROCESS OF CLAY SOILS FROM CAUSED BY THE DUTY PROCESS IN ERECTIONS THE ROAD BED OF HIGHWAYS. Science and Transport Progress, (33), 295–298. https://doi.org/10.15802/stp2010/13380

Issue

No. 33 (2010): ISSUE 33

Section

TRANSPORT CONSTRUCTION

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