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June 28, 2026BuildingsOpen Access

Static and Dynamic Performance of Anchored Bored Pile Excavation Support Systems in Three Soil Groups: Eurocode 7-Based Design, Time-History Analysis and In Situ Inclinometer Validation

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Authors

BGBurak GörgünBTBurak Turkoglu

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Overview

Randomized trial compares excavation support performance in different soil groups, highlighting design insights for safety.

Key Points

  • This research aims to evaluate the performance of anchored bored pile systems in urban excavations across different soil types.
  • Compared three excavation projects in varying soil groups: clay and gravel.
  • Employed Eurocode 7 Design Approach 2 framework for analyses.
  • Conducted static and dynamic finite-element analyses alongside in situ inclinometer validations.
  • Maximum horizontal displacements for sports hall were 79.97 mm (finite-element) and 75.80 mm (in situ).
  • For residential excavation, displacements were 23.22 mm (finite-element) and 22.70 mm (in situ).
  • Square-project section had displacements of 27.67 mm (finite-element) and 23.20 mm (in situ).

Cite This Study

Görgün et al. (2026) studied this question.

synapsesocial.com/papers/6a40bae361bb0a67205c6904https://doi.org/10.3390/buildings16132535
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Three-Dimensional Finite-Element Analysis of a Novel Pile–Anchor Intersecting Retaining System for Deep Excavations Adjacent to Existing Buildings2025
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  5. 5A Probabilistic Approach to the Spatial Variability of Ground Properties in the Design of Urban Deep Excavation2019 · 6 citations