Volume 9, Issue 1 (6-2015)
2015, 9(1): 2633-2652 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
khodaparast M. The Use of Dynamic Probing for Evaluation of Undrained Shear Strength and Compaction Percentage in Fine-Grained Soils. Journal of Engineering Geology 2015; 9 (1) :2633-2652
URL: http://jeg.khu.ac.ir/article-1-1739-en.html
URL: http://jeg.khu.ac.ir/article-1-1739-en.html
, khodaparast@qom.ac.ir
Abstract: (7045 Views)
The Dynamic Probing is an important test in site investigation and geotechnical studies. It is used for determination of situation and specification of soil layers when the depth of exploration is moderate. In our country, in the last few years test has been widely used to replace the standard penetration. In this paper, the experiences to use different various types of dynamic probing rigs and the errors that can occur in these experiments are discussed. Then the accuracy of this test is studied to evaluate the specification of fine-grained soils. The most important innovation of this research is the proposition of the new correlations between cone dynamic resistance and undrained shear strength and so compaction percentage in fine-grained soils. The paper encourages the wider application and further development of this test for site investigation in fine-grained soils.
Keywords: Dynamic Probing test, Site investigation, Fine-grained soil, Undrained shear strength, Compaction percent
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
