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Published in 2018 at "Tunnelling and Underground Space Technology"
DOI: 10.1016/j.tust.2017.11.013
Abstract: Abstract This paper presents a case study and numerical simulations regarding a large-scale deep excavation in Central Jakarta, Indonesia, and its three-dimensional (3D) effects on wall deformation. The soil profile in Central Jakarta is generally…
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Keywords:
soil;
central jakarta;
wall;
deep excavation ... See more keywords