Leixlip Dam is located on the River Liffey, 20km upstream of Dublin City. Concerns regarding the stability of the dam, due to the presence of weak layers of gouge material interspersed with the limestone layers in its rock foundation, have lead to a series of stability studies being carried out over a number of years. This paper provides a brief history of these studies and describes in more detail the most recent reassessment of the stability of Leixlip Dam. It further describes the remedial works, principally involving the installation of prestressed rock anchors, which were carried out as a result of the most recent reassessment of the dam's stability.

  • INTRODUCTION

  • ORIGINAL DESIGN OF LEIXLIP DAM

  • DESIGN REVIEWS AND REMEDIAL WORKS (1984–1990)

  • EXTERNAL DAM SAFETY COMMITTEE INSPECTIONS (1991/1996)

  • STABILITY REASSESSMENT OF DAM

  • LOAD CASES

  • GENERAL DESCRIPTION OF ANALYSIS PROCEDURE

  • RESULTS OF STABILITY REASSESSMENT OF LEIXLIP DAM

  • INSTALLATION OF ANCHORS

  • CONCLUSIONS

  • ACKNOWLEDGEMENTS

  • REFERENCES

This content is only available via PDF.
You do not currently have access to this chapter.
Don't already have an account? Register

Purchased this content as a guest? Enter your email address to restore access.

Please enter valid email address.
Email address must be 94 characters or fewer.