Investigation of Laterally Loaded Pile Response and CohesionLess Soil Deformation Pattern Using PIV Technique

Author:

Al-Neami Mohammed A.,Al-Dahlaki Mohammed H.,Al-Majidy Aya H.

Publisher

Springer Singapore

Reference12 articles.

1. Chiou, J. S., Tai, W. L., Chen, C. H., & Chen, C. H. (2014). Lateral hysteretic behavior of an aluminum model pile in saturated loose sand. Journal of the Chinese Institute of Engineers, 37(3), 313–324.

2. Otani, J., Pham, K. D., & Sano, J. (2006). Investigation of failure patterns in sand due to laterally loaded pile using X-ray CT. Soils and Foundations, 46(4), 529–535.

3. Liu, J., Yuan, B., & Dimaano, R. (2011). Optical measurement of sand deformation around a laterally loaded pile. Journal of Testing and Evaluation, 39(5), 754–759.

4. ASTM D422-63. (2007). Standard test method for particle-size analysis of soils. ASTM International.

5. ASTM D2487-06. (2006). Standard test method for classification of soils for engineering purposes. West Conshohocken.

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