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RAAC Risk Register and Decant Plan for a Campus Building Cluster

Management of aged precast aerated concrete floor and roof assemblies requires structured asset appraisal and deterministic space migration pathways across complex campus infrastructures. Operational sequencing balances structural vulnerability profiling with phased decant workflows to preserve academic delivery during intrusive remediation. Systematic risk scoring aligns technical surveillance with institutional estate rationalisation.

Goal of work

Develop an actionable risk register and phased decant protocol for managing structural safety risks across a legacy campus building cluster.

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Final Year Project

Degree:
RAAC Risk Register and Decant Plan for a Campus Building Cluster

Author:

Group

First M. Last

Advisor:

Dr. First Last

City, 2026

Contents

Introduction
1. Project Context and RAAC Governance Parameters
1.1 Legislative Framework and Structural Safety Standards
1.2 Campus Cluster Typology and Historical Asset Baseline
2. Risk Register Architecture and Engineering Controls
2.1 Degradation Mechanisms, Bearing Inspection, and Panel Profiling
2.2 Risk Categorisation Matrix and Continuous Structural Surveillance
3. Decant Operational Logistics and Service Continuity
3.1 Space Reallocation and Critical Facility Migration Protocols
3.2 Phased Vacancy Scheduling and Temporary Propping Logistics
4. Remediation Rollout and Long-Term Estate Rationalisation
4.1 Structural Retrofitting Protocols and Panel Replacement Timelines
4.2 Estate Governance and Post-Decant Recommissioning
Conclusion
Bibliography

Introduction

Structural obsolescence in educational estates built with lightweight cementitious composites presents immediate governance and safety liabilities across legacy institutional clusters [1]. Ageing precast aerated planks frequently display compromised transverse reinforcement, unrecorded structural alterations, and insufficient end bearings that accelerate sudden failure mechanisms [2]. Institutional operators face compounding operational disruption when rapid structural re-evaluations necessitate sudden facility closures.

Developing a calibrated structural risk register combined with a sequenced decant framework resolves the operational tension between life safety compliance and continuous academic delivery [3]. Establishing clear hierarchical categorisation protocols permits institutional estate directors to target high-consequence building zones while managing temporary space reallocations systematically [4].

This project formulates an applied governance framework establishing an evidence-based risk register and an actionable decant protocol for campus building clusters affected by deteriorating aerated concrete assemblies. Utilizing technical guidance and empirical performance assessments, the operational strategy coordinates structural prioritisation, temporary propping logistics, and phased space decanting to ensure academic continuity without compromising life safety.

4.1 Structural Retrofitting Protocols and Panel Replacement Timelines

Operational implementation of a decant plan across a multi-asset campus cluster requires establishing unambiguous structural trigger criteria linked directly to panel degradation tiers. When structural surveillance identifies panels exhibiting critical deflection, unanchored reinforcement, or bearing lengths below established engineering thresholds, immediate zone vacation must precede any intrusive remediation [1]. Estates directors must avoid unstructured whole-building evacuations, which generate unmanageable administrative disruption, by applying compartmental decant protocols governed by structural risk categorisation. Under this operational protocol, high-risk roof and floor spans are isolated through fail-safe secondary support systems and emergency propping before teaching spaces beneath are certified for transitional access or temporary decommission [2]. The decant sequencing aligns space redistribution with departmental operational criticality, prioritising the migration of wet laboratories, high-occupancy lecture halls, and sensitive research infrastructure into verified low-risk buildings across the cluster. Standard operating procedures dictate that academic functions are reassigned to modular temporary facilities or retrofitted surplus spaces according to a strict timetable, ensuring structural interventions do not breach institutional continuity. Integrating routine non-destructive condition monitoring into the decant schedule guarantees that panel behaviour under modified thermal and mechanical conditions remains stable throughout the remediation lifecycle.

References

  1. Reinforced Autoclaved Aerated Concrete: Structural Assessment and Retrofitting
    Luigi of Di Sarno, Danah Albuhairi
    DOI Link
  2. Structural performance of aged Reinforced Autoclaved Aerated Concrete (RAAC) roof panels
    Chris Goodier, Sergio Cavalaro, Chris Gorse et al.
    DOI Link
  3. Reinforced Autoclaved Aerated Concrete (RAAC in England: Assessment of risk of collapse
    Zachariah Wayne, Philip Carey, Matthew Palmer
    DOI Link
  4. Reinforced Autoclaved Aerated Concrete (RAAC) in England: Assessment of number of RAAC panels
    Zachariah Wayne, Philip Carey, Matthew Palmer
  5. Analysis of autoclaved aerated concrete (AAC) blocks with reference to its potential and sustainability
    Mohammad Arif Kamal
  6. Sustainable use of Autoclaved Aerated Concrete (AAC) Block Waste in Concrete
    Nithya Rajesh, Nithin Sajan Thomas, Ashwin M, Reshma Rajendran B, Providence College of Engineering and School of Business, Chengannur, India

Bibliography

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Harvard (Cite Them Right)

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Harvard (Cite Them Right)