Utilization of micro-piles for improving the sub-grade under the existing strip foundation: experimental and numerical study

Author:

Azzam W. R.,Basha A. M.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference24 articles.

1. Abdrabbo FM (1979) Bearing capacity of a single pile embedded in reinforced earth. Alex Eng J 6:165–175

2. Abdrabbo FM, El-Hansy RM (1993) Strengthening of loaded footing-soil system. Alex Eng J 32(4):193–198

3. ASTM (2012) D422-63. Standard test method for particle-size analysis of soils. ASTM International, West Conshohocken, PA, USA

4. Azzam WR, Basha A (2017) Utilization of soil nailing technique to increase shear strength of cohesive soil and reduce settlement. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2017.05.009

5. Azzam W, ElWakil A (2015) Experimental and numerical studies of circular footing resting on confined granular subgrade adjacent to slope. Int J Geomech ASCE 16(1):1–15

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