Centrifuge model tests have been conducted to investigate the feasibility of protecting buried structures from the effects of buried explosives by the use of a barrier formed of a low acoustic impedance material. In the tests the attenuation of stress waves was monitored in the free-field and in the zone behind the barrier using earth pressure cells. Dynamic soil/structure interaction of both protected and unprotected structures was investigated with a combination of strain gauges and accelerometers. The structures were observed to respond to two distinct loading mechanisms. These together with the other results of the experiments are presented.

  • INTRODUCTION

  • EXPERIMENTATION

  • RESULTS

  • 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.