This paper includes an analysis of the influence of soil plasticity on the seismic response of micropiles. Analysis is carried out using a global three-dimensional modeling in the time domain. The soil behavior is described using the non-associated Mohr-Coulomb criterion. Both the micropiles and the
Influence of the head and tip connection on the seismic performance of micropiles
โ Scribed by Marwan Sadek; Isam Shahrour
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 430 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0267-7261
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