- IMPORT MATERIAL SET PLAXIS 2D 2015 MANUAL
- IMPORT MATERIAL SET PLAXIS 2D 2015 CODE
- IMPORT MATERIAL SET PLAXIS 2D 2015 SERIES
IMPORT MATERIAL SET PLAXIS 2D 2015 MANUAL
Federal Highway Administrationīyrne R, Cotton D, Porterfield J, Wolschlag C, Ueblacker G (1996) Manual for design and construction monitoring of soil nail walls. Can Geotech J 56(6):774–788īryne, R (1998) Manual for design and construction monitoring of soil nail wall. Proc Inst Civil Eng Ground Improv 11(3):157–162īathurst RJ, Lin P, Allen T (2018) Reliability-based design of internal limit states for mechanically stabilized earth walls using geosynthetic reinforcement. Plaxis Bulletin 25:16–21īabu GS, Rao R, Dasaka S (2007) Stabilisation of vertical cut supporting a retaining wall using soil nailing: a case study. Georisk 3(1):44–54īabu G, Singh VP (2009b) Simulation of soil nail structures using PLAXIS 2D. Eng Tech Letter 1110-2:547īabu GS, Singh VP (2009a) Reliability analysis of soil nail walls. 1946–55Īrmy US (1995) Introduction to probability and reliability methods for use in geotechnical engineering. Fenton (2015), The random finite element method (RFEM) in probabilistic slope stability analysis with consideration of spatial variability of soil properties, in IFCEE 2015. American Concrete InstituteĪllahverdizadeh, P., D.
IMPORT MATERIAL SET PLAXIS 2D 2015 CODE
Building code requirements for structural concrete (ACI 318-08) and commentary.
IMPORT MATERIAL SET PLAXIS 2D 2015 SERIES
The performance level of the soil nail wall decreases from below average to poor when the soil nail wall is considered to be a system with series components.ĪCI Committee and International Organization for Standardization (2008). The locations of the slip surfaces and nail intersections varied from 0.05–0.90 of the nail length, which means that the uncertainty of the soil parameters has the most significant effect on the pullout resistance safety factor of the nails. Furthermore, the uppermost row of the nails has the most critical reliability index compared with the others. Among the reliability indices of the components, the minimum one is attributed to the pullout resistance.
Results show that the most considerable interdependence is between the global and lateral displacement stabilities. In another section of the paper, using the sequential compounding method (SCM), the importance of the mentioned stability modes and their effects on system reliability and system probability of failure are represented. In this paper, considering a real site using the random finite element method (RFEM), the reliability indices of global stability, lateral displacement stability, tensile strength, and pullout resistance stability as components of the soil nail wall system are obtained. Soil nail wall is a compound system which for safety margin determination, consideration of safety factors of its components and their correlations is required.
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