Upper-bound limit load of rigid pavements resting on reinforced soil embankments – Kinematic approach-Reference-Cited by-同舟云学术

Upper-bound limit load of rigid pavements resting on reinforced soil embankments – Kinematic approach

Published:2021-09 Issue: Volume:30 Page:100611
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Manna Debashis,Santhoshkumar G.,Ghosh Priyanka

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference57 articles.

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2. Differential settlements affecting transition zones between bridges and road embankments on soft soils: numerical analysis of maintenance scenarios by multi-source monitoring data assimilation;Peduto;Transp Geotech,2020

3. Study on the heat and deformation characteristics of an expressway embankment with shady and sunny slopes in warm and ice-rich permafrost regions;Luo;Transp Geotech,2020

4. Meyerhof GG. The ultimate bearing capacity of foundations on slopes. In: 4th international conference on soil mechanics and foundation engineering, Vol. 3. Butterworths, London; 1957. p. 384–86.

5. Bearing capacity of slopes under strip loads on the top surfaces;Kusakabe;Soils Found,1981

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4. Ultimate Load-Bearing Capacity of Rigid Two-Way Pavements Placed on Geosynthetic-Supported Soil Embankment;Transportation Research Record: Journal of the Transportation Research Board;2023-09-11

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