Stability analysis of a reinforced sand beam

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Sami Goren
Department of Environmental Engineering, Umm Al-Qura University College of Engineering Al-Lith Campus, Makkah, KSA, Saudi Arabia.
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References

Duncan JM, Chang C (1970). Non-linear analysis of stress and strain in soils. ASCE Soil Mechanics and Foundation Division Journal 96(5):1629-1653.

Fukushima S, Tatsuoka F (1984). Strength and Deformation Characteristics of Saturated Sand at Extremely Low Pressure. Soils and Foundations 24(4):30-48. Crossref

Iizuka A, Ohta H (1987). A Determination Procedure of Input Parameters in Elasto-viscoplastic Finite Element Analysis. Soils and Foundations 27(3):71-87. Crossref

Kasahara K (1992). Development of New FRTP-Geogrid and its Application to Test Embankment. Earth Reinforcement Practice 1:357-362.

Nishiura H, Ohta H, Iizuka A, Yamakami T, (1989). Compression properties of Undisturbed Sand (Omma Sandstone M.) The 24th. Japan National Conference on Soil Mechanics and Foundation Engineering, pp. 339-342.

Ohta H, Arai K, Asaoka A, Tatsuoka F, Moroto N, Iizuka A, (1997). Progressive Failure of the Slopes. Technical Report for Grant-in-Aid from the Ministry of Education, Science and Culture. Science Research Project. Fundamental Research (A) (1), JSPS, Tokyo (in Japanese).

Ohta H, Iizuka A (1991). Performance of Soft Clay Foundations Under Construction. Asian Geotechnical Conference Bangkok. pp. 57-65.

This article is published under the terms of the Creative Commons Attribution License 4.0

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