Author:
Khandouzi Ghorban,Khosravi Mohammad Hossein
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference59 articles.
1. Al Hattamleh, O., Muhunthan, B., Zbib, H.M., 2022. Soil arching in dry sand: numerical simulations using double-slip plasticity gradient model. Int. J. Geomech. 22, 10.1061/(ASCE)GM.1943-5622.0002258.
2. Database of friction angle of sand and consolidation characteristics of sand, silt, and clay;Anderson;J. Geotech. Geoenviron. Eng.,2013
3. Stability of a shallow circular tunnel in cohesion less soil;Atkinson;Géotechnique,1977
4. The strength and dilatancy of sands;Bolton;Géotechnique,1986
5. Movements of ground and existing structures induced by slurry pressure-balance tunnel boring machine (SPB TBM) tunnelling in clay;Cao;Tunnel. Underground Space Technol.,2020
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