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Abstract

This paper introduce the latest research results about the slope blow along Ho Chi Minh street at Lo Xo mountain pass, Kon Tum province. It also summarizes some typical blow points and some typical not yet blow points in research area, natural conditions and artificial conditions evaluation which influence direct to slope instability of earth dam. The SLOPE/W V.5 software has been used to calculate typical slope stability and petition precautionary measures this phenomenon so that we can maintain stability activity, long of this life street (from Km 334+245 (Dak Zon bridge) to Km 360+850 (Dak Gia Bridge), 26 Km length)

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Article Details

Issue: Vol 8 No 11 (2005)
Page No.: 52-60
Published: Nov 30, 2005
Section: Article
DOI: https://doi.org/10.32508/stdj.v8i11.3094

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Creative Commons License

Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

 How to Cite
Ngoc Toan, D., & Van Ngo, D. (2005). THE LEVEL OF BLOW EVALUATION THE HO CHI MINH STREET AT LO XO MOUNTAIN PASS - PRECAUTIONARY MEASURES. Science and Technology Development Journal, 8(11), 52-60. https://doi.org/https://doi.org/10.32508/stdj.v8i11.3094


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