Study the rules of soil dynamic strength and some applied results of soft soil

https://tapchi.humg.edu.vn/en/archives?article=486
  • Affiliations:

    1 Trường Đại học Mỏ - Địa chất

  • Received: 20th-Aug-2015
  • Revised: 11st-Oct-2015
  • Accepted: 30th-Oct-2015
  • Online: 30th-Oct-2015
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Abstract:

The boundary of Soil Cyclic Resistance Ratio (CRR) is used to evaluation stability of the ground under dynamic loads. This paper presents the theoretical and experimental methods of determining CRR and provides a new method of combining theoretical and experimental. Results applying this method to determine CRR for clayer sand mud (amQ23) and clay mud (mQ23) distributed in the Bac Bo coastal area are also given, whereby the experimental coefficient of CRR for clayer sand mud is a = 0.167; b = 6s; clay mud is a = 0.07; b = 4s

How to Cite
Nguyen, P.Van 2015. Study the rules of soil dynamic strength and some applied results of soft soil (in Vietnamese). Journal of Mining and Earth Sciences. 52 (Oct, 2015).