Abstract

ABSTRACTThe Basilica of Maxentius, the largest vaulted space built by the Romans, comprised three naves, the outer ones covered by barrel vaults and the central, the highest one by cross vaults. It was built on a sloping site, resulting in a possible structural vulnerability at its taller, western end. Two naves collapsed in the Middle Ages, leaving only the barrel vaults of the north nave. We describe surveys and analyses aimed at creating an accurate record of the current state of the structure, and reconstructing and analyzing the original structure. Key features include distortions of the barrel vaults around windows and rotation of the west wall due to the thrust from the adjacent vault. Thrust line analysis results in a very low safety factor for the west façade. The geometry of the collapsed cross vaults was reconstructed from the remains using solid modeling and digital photogrammetry, and thrust line analysis confirmed that it was stable under gravity loads. A survey of the foundations and earlier structures under the collapsed south-west corner revealed horizontal slip and diagonal cracking in columns and walls; this is strong evidence that the site has been subject to seismic loading which may have caused the partial collapse.

Highlights

  • The Basilica of Maxentius, known as Basilica of Constantine or Basilica Nova, was the last of the large civil basilicas of Imperial Rome

  • The simple system of cutting planes could be optimised by finding less conservative load paths that exploit the existence of a shorter span in the north-south direction, where buttressing is stronger thanks to the piers supporting the barrel vaults of the north and south naves and the buttresses sitting on top of them to pick up the thrust of the cross vaults

  • Its cross vaults and barrel vaults were each the largest of their type known to have been built by the Romans

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Summary

Introduction

The Basilica of Maxentius, known as Basilica of Constantine or Basilica Nova, was the last of the large civil basilicas of Imperial Rome. KEYWORDS Basilica of Maxentius; Roman concrete; barrel vaults; cross vaults; earthquake loads; point cloud surveys; digital photogrammetry; limit analysis.

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