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Reinforced embankment by using intergrated methods of groundwater drainage, filling pile and soil mixing pile

Quang Trong Hoang 1, *
Tam Nguyen Thien Tran 1
Nam Nguyen Hai Le 1
  1. Ho Chi Minh City University of Technology, VNU HCM
Correspondence to: Quang Trong Hoang, Ho Chi Minh City University of Technology, VNU HCM. Email: pvphuc@vnuhcm.edu.vn.
Volume & Issue: Vol. 20 No. K4 (2017) | Page No.: 68-75 | DOI: 10.32508/stdj.v20iK4.1120
Published: 2017-07-31

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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

Slope stability in project is important and complicated problem. In fact, slope especially embankment often instability by many reasons such as foundation soil properties, lateral load, groundwater movement, … Therefore, it should to be use intergrated methods for reinforced and stable this object. This paper present intergrated methods of groundwater drainage, filling pile and soil mixing pile for reinforced embankment contruction works Z751/TCKT, Z756/BCCB factories in Long Binh ward, Bien Hoa city, Dong Nai province belong to 45 Project Management Unit - Department of Defense.

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