Abstract
![CDATA[The finite element analysis of dynamic penetration of soil deposits, by either free falling or propelled objects, is one of the most sophisticated and challenging problems in geomechanics. Arobust numerical method is described here for dealing with such complex and difficult problems. The approach is based on the Arbitrary Lagrangian-Eulerian (ALE) method of analysis, whose main features and challenges are briefly described. The ALE method is then employed to perform a parametric study of a variety of penetrometers in layers of inhomogeneous clay deforming under undrained conditions. The effect of the mechanical properties of the clay soil on the penetration characteristics is discussed.]]
| Original language | English |
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| Title of host publication | From Materials to Structures: Advancement through Innovation: Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, University of Technology, Sydney, Australia, 11-14 December 2012 |
| Publisher | CRC Press |
| Pages | 3-13 |
| Number of pages | 11 |
| ISBN (Print) | 9780415633185 |
| Publication status | Published - 2013 |
| Event | Australasian Conference on the Mechanics of Structures and Materials - Duration: 11 Dec 2012 → … |
Conference
| Conference | Australasian Conference on the Mechanics of Structures and Materials |
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| Period | 11/12/12 → … |
Keywords
- clay soils
- finite element method
- soil mechanics