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DEVELOPING A NEW RELATION TO CALCULATE THE LENGTH OF SHEET PILE FOR THE EMBARKMENT ALONG THE RIVER IN HCMC. AND MEKONG RIVER

Van Huu Hue 1
Le Van Pha 1
Volume & Issue: Vol. 9 No. 12 (2006) | Page No.: 89-92 | DOI: 10.32508/stdj.v9i12.3136
Published: 2006-12-15

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

Abstract

In recent years, we have seen a lot of tremendous damages from the bank erosions of rivers in HCMC. and Mekong Delta. They have caused a great loss, which affected people, property of State and People in the regions. In the past, when designing the sheet pile, we had to choose the length of the sheet pile before, and calculated for examing of stability and deformation of the sheet piles , we never calculated the length of the sheet pile directly. A study to establish the new relations for calculation the length of the sheet pile directly for designing the embarkments to protect the bank erosions is necessary for HCMC. and Mekong Delta.

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