Application of New Soil Consolidator in Road-Construction Engineering

Article Preview

Abstract:

This paper contrastively analyses the consolidation instances of silt with HEC and HAS soil consolidators, also emphatically discusses the influence regularities of the compressive strength of solidified soil with the following factors: the dose of consolidators and the curing time. Meanwhile, from the point of view of experiment, this paper studies the physical and mechanical properties of solidified soil. Case study shows that HEC and HAS soil consolidators behave as well as cement and lime in road-construction engineering, and even that filling subgrade independently. Also, this paper proposes the appropriate value 6% of HEC and HAS soil consolidators for solidifying silt layer, which can be used as reference for the similar geological conditions.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

466-469

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] S. Saitoh, Y. Suzuki, K. Shirai, Hardening of soil improved by deep mixing method, Proc. of the 11th Int. Conf. SMFE, 1985: 1745-1748.

Google Scholar

[2] F. G. Bell, Cement stabilization and clay soils, with examples, Environmental and Engineering Geoscience, 1 (1995) 139-151.

DOI: 10.2113/gseegeosci.i.2.139

Google Scholar

[3] M. Gotoh, Study on soil properties affecting the strength of cement treated soils, Proc. Conference, Tokyo, 1996: 399-404.

Google Scholar

[4] J. Ning, X. Huang, Research on structure formation and the mechanism of strength increasing of stabilizing soil, Journal of Beijing University of Aeronautics and Astronautics, 1 (2006) 97-102.

Google Scholar

[5] T. Chen, J. Zhou, M. Sun, Influence of solidfying agent HEC on loess Permeability, Agricultural Research in the Arid Areas, 4 (2004) 192-194.

Google Scholar

[6] L. Zhang, Application of HAS curing agent in the hardening of overwet earth subgrade, Western China Communications Science and Technology, 4 (2006) 27-31.

Google Scholar