STABILITY OF SHEET PILE SUPPORTED EXCAVATIONS THROUGH THE SEEPAGE FAILURE ANALYSIS
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1998/596/1998_596_143/_pdf
Reference6 articles.
1. 1) Asaoka, A., Kodaka, T. and Pokharel, G.: Stability analysis of reinforced soil structures using rigid plastic finite element method, Soils and Foundations, No. 34, Vol. 1, pp. 107-118, 1994.
2. 2) Kodaka, T., Asaoka, A. and Pokharel, G.: Model tests and theoretical analysis of reinforced soil slopes with facing panels, Soils and Foundations, Vol. 35, No. 1, pp. 133-145, 1995.
3. 3) Tamura, T.: Rigid-Plastic Finite Element Method in Geotechnical Engineering, Computational Plasticity, Elsevier, 1990.
4. 4) Tamura, T., Kobayashi, S. and Sumi, T.: Limit analysis of soil structure by rigid plastic finite element method, Soils and Foundations, Vol. 24, No. 1, pp. 34-42, 1987.
5. 5) Asaoka, A. and Kodaka, T.: Seepage failure experiments and their analysis of loose and medium dense sands, Soils and Foundations, Vol. 32, No. 3, pp. 177-129, 1992.
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