Communications - Scientific Letters of the University of Zilina 2004, 6(2):57-61 | DOI: 10.26552/com.C.2004.2.57-61
Designing of Retaining Structures of Reinforced Soil with Limit Conditions Method
- 1 Agricultural University in Wroc³aw, Institute of Building Engineering and Landscape Architecture, Poland
- 2 Wroc³aw Technical University, Institute of Civil Engineering; Agricultural Academy in Wroc³aw, Institute of Building Engineering and Landscape Architecture, Poland
The principles of limit conditions method in designing modern retaining structures of reinforced soil are presented. The principles are elaborated according to French Standard NF P 94-200 [1, 3]. Procedures of checking of particular kinds of stability are described. The most frequently adopted combinations of loads are given together with partial factors of safety of external, internal and general stability, method factors, friction factors of soil medium-reinforcement and values of partial safety factors of settlement.
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Published: June 30, 2004 Show citation
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References
- JAROMINIAK, A.: Light retaining structures (Lekkie konstrukcje oporowe), Wki£, Warsaw 1999.
- LONG, N.T., SCHLOSSER, F.: Dimensioning of reinforced soil walls (Wymiarowanie murów z gruntów zbrojonych), Selected Problems of Geotechnics (Wybrane Zagadnienia Geotechniki), PAN-IBW, Wroc³aw, Ossolineum, 1978, s. 211-237.
- NFP 94-200: Reinforcement des sols par inclusions. Ouvrages en sols rapportes renforces par armatures ou nappes peu extensibles et souples. Dimensionnement.
- PN 83/B-03010: Retaining walls (¦ciany oporowe). Static calculations and design (Obliczenia statyczne i projektowanie), PN 83/B-03010, 1983.
- SCHLOSSER, F.: La terre armee', historique development, actuel et futur. Proc. Symp. Soil Reinforcing and Stabilising Techq., NSWIT/NSW Univ., 1978, s. 5-28.
- SCHLOSSER, F.: Reinforced Soil in Civil Engineering (in Polish). Archiv. Hydrotechn., Vol. XXI, No. 2, pp. 299-336, 1974.
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