Behaviour of soil-cement specimens in unconfined dynamic compression

✍ Scribed by J. Davies; L. M. Fendukly

• Book ID: 104738116
• Publisher: Springer
• Year: 1994
• Tongue: English
• Weight: 749 KB
• Volume: 29
• Category: Article
• ISSN: 0022-2461
• DOI: 10.1007/bf00356672

✦ Synopsis

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.