Volume 11, Issue 2 (2011)                   MCEJ 2011, 11(2): 0-0 | Back to browse issues page

XML Persian Abstract Print

Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Khodaparast M, Fakher A. The Use of Dynamic Probing For Investigation of Fine Soils and Evaluation of Undrained Shear Strength. MCEJ 2011; 11 (2)
URL: http://mcej.modares.ac.ir/article-16-1437-en.html
The Use of Dynamic Probing For Investigation of Fine Soils and Evaluation of Undrained Shear Strength
M. Khodaparast * , A. Fakher
Abstract:   (5107 Views)
Abstract: The Dynamic Probe is an effective and efficient tool used in site investigation. It is more economic than the use of boring equipment particularly when the depth of exploration is moderate. The paper covers the design and development of a dynamic probing rig and a new soil sampler to increase the efficiency of conventional dynamic probes. The repeatability of the results are considered and correlations between dynamic probing results and undrained shear strength identified. A new equation relating dynamic resistance to undrained shear strength is proposed. The paper encourages the wider application of dynamic probing for site investigation in fine soils.
Keywords: Dynamic Probing, Repeatability, Site investigation, Fine soil, Undrained shear strength
Full-Text [PDF 849 kb]   (6261 Downloads)    

Received: 2007/04/10 | Accepted: 2010/12/29 | Published: 2011/09/6
Add your comments about this article : Your username or Email:
CAPTCHA
Rights and permissions
Creative Commons License This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.