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Journal of Materials Science

, Volume 29, Issue 12, pp 3255–3260 | Cite as

Behaviour of soil-cement specimens in unconfined dynamic compression

  • J. Davies
  • L. M. Fendukly
Article

Abstract

The response of the cement-stabilized red marl to dynamic loading in compression has been investigated over a range of cement contents and curing times. Specimens were subjected to different stress levels below unconfined compressive strength, at a frequency of 5 Hz, and a fatigue relationship for the material was developed. The value of resilient modulus was found to be greater than the modulus of elasticity for the same cement content and curing time.

Keywords

Polymer Fatigue Compressive Strength Stress Level Material Processing 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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Copyright information

© Chapman & Hall 1994

Authors and Affiliations

  • J. Davies
    • 1
  • L. M. Fendukly
    • 2
  1. 1.Department of Civil Engineering and BuildingUniversity of GlamorganPontypriddUK
  2. 2.Wimpey ConstructionUK

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