Abstract
3D Finite Element Analysis of Pile Behavior Inside the Deep Excavation in Soft Soil - written by Nghia Trong Le , Tuan Anh Nguyen published on 2021/01/06 download full article with reference data and citations
Highlights
In Ho Chi Minh City, a large number of high buildings with the basement floors were constructed to supply the living houses and working offices
In 2011, a 15-story building in district 8 built on the ground with 25m deep of soft clay, the piles near the steel sheet pile wall was tilt and beak out during the pit foundation excavation
The deep excavation in soft soil is very complicated; the lateral displacement of soft soil produces the passive pressure on pile
Summary
In Ho Chi Minh City, a large number of high buildings with the basement floors were constructed to supply the living houses and working offices. In 2011, a 15-story building in district 8 built on the ground with 25m deep of soft clay, the piles near the steel sheet pile wall was tilt and beak out during the pit foundation excavation. Analysing the failure of pile inside deep foundation pit in soft soil is a considered problem.
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