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PARATIE PLUS: Advanced Retaining Wall Analysis by JPachas is a document available to read on EtoBox.
This document describes a numerical analysis of an anchored retaining wall supporting an excavation in Berlin sand. The soil consists of three layers - an upper normally consolidated loose sandy fill, an intermediate overconsolidated moderately dense sand layer, and a deep overconsolidated medium dense sand layer. An underwater excavation method was used due to the high permeability of the sandy soils. The excavation was supported by a 1.2-1.5m thick diaphragm wall with soil anchors. A finite element analys
- Author
- JPachas
- Language
- EN