Slope–Reinforcement Interactions: Effect of Strength Parameters
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-1831-4_49
Reference17 articles.
1. Baker, R., Klein, Y.: An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part I—formulation. Geotextile & Geomembrane 22(3), 119–150 (2004)
2. Baker, R., Klein, Y.: An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part II—design examples. Geotextile & Geomembrane 22(3), 151–177 (2004)
3. Bonaparte, R., Holtz, R.D., Giroud, J.P.: Soil reinforcement design using geotextile and geogrids. In: Fluet, J.E. (ed.) Geotextile Testing and Design Engineer, ASTM STP 952, pp. 69–116. American Society for Testing Materials, Philadelphia (1987)
4. Gao, Y., Yang, S., Zhang, F., Leshchinsky, B.: Three dimensional reinforced slopes: evaluation of required reinforcement strength and embedment length using limit analysis. Geotext. Geomembr. 44, 133–142 (2016)
5. Han, J., Leshchinsky, D.: General analytical framework for design of flexible reinforced earth structures. J Geotech Geoenviron Eng ASCE 132, 1427–1435 (2006)
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