Creat membership Creat membership
Sign in

Forgot password?

Confirm
  • Forgot password?
    Sign Up
  • Confirm
    Sign In
Creat membership Creat membership
Sign in

Forgot password?

Confirm
  • Forgot password?
    Sign Up
  • Confirm
    Sign In
Collection
For ¥0.57 per day, unlimited downloads CREATE MEMBERSHIP Download

toTop

If you have any feedback, Please follow the official account to submit feedback.

Turn on your phone and scan

home > search >

Resilient modulus of cohesive soils and the effect of freeze-thaw

Author:
Lee, W.   Bohra, N. C.   Altschaeffl, A. G.   White, T. D.  


Journal:
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts


Issue Date:
1996


Abstract(summary):

The stress at 1%strain in the unconfined compression test (Su1.0%) was found to be a good indicator of the resilient modulus (MR), and an empirical relationship between MR and Su1.0% was obtained. Closed-system freeze-thaw tests were also performed and the effect of freeze-thaw on the resilient modulus was studied. There is a negligible effect of freeze-thaw, without ice lens formation, for soils having values of Su1.0% less than 8 psi (55 kPa), while the effect of freeze-thaw increases as the value of Su1.0% increases. The resilient modulus of frozen cohesive soil is independent of the repeated deviator stress.


Page:
66A


VIEW PDF

The preview is over

If you wish to continue, please create your membership or download this.

Create Membership

Similar Literature

Submit Feedback

This function is a member function, members do not limit the number of downloads