A number of first-time rotational landslides in these coastal cliffs of London Clay have been investigated. Slide behaviour is controlled by a stress relief modified pore water pressure regime. In addition, it appears the shape of the slip surface and the distribution of mobilised shear strength are influenced by bedding related features within the London Clay. Pre-failure deformations resulting from stress relief also have a potentially important effect on the distribution of mobilised shear strength.

  • INTRODUCTION

  • SITE DESCRIPTION

  • PORE WATER PRESSURE MEASUREMENTS

  • FIELD OBSERVATIONS OF FIRST-TIME SLIDES

  • MECHANICS OF FIRST-TIME SLIDES AT WARDEN POINT

  • SUMMARY

  • ACKNOWLEDGEMENTS

  • REFERENCES

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