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

Quang Trong Hoang | Zendy; Tran Nguyen Thien Tam | Zendy; Nam Nguyen Hai Le | Zendy

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

Author(s) -

Quang Trong Hoang,

Tran Nguyen Thien Tam,

Nam Nguyen Hai Le

Publication year - 2017

Publication title -

science and technology development journal

Language(s) - English

Resource type - Journals

ISSN - 1859-0128

DOI - 10.32508/stdj.v20ik4.1120

Subject(s) - pile , levee , geotechnical engineering , drainage , groundwater , foundation (evidence) , geology , mixing (physics) , environmental science , geography , archaeology , ecology , physics , quantum mechanics , biology

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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