Bearing Capacity and Uneven Settlement of Consecutively Constructed Adjacent Footings Rested on Saturated Sand Using Model Tests
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s40999-018-0295-y/fulltext.html
Reference32 articles.
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2. Alimardani Lavasan A, Ghazavi M (2012) Behavior of closely spaced square and circular footings on reinforced sand. Soils Found 52(1):160–167
3. Srinivasan V, Ghosh P (2013) Experimental investigation on interaction problem of two nearby circular footings on layered cohesionless soil. Geomech Geoeng Int J 8(2):97–106
4. Naderi E, Hataf N (2014) Model testing and numerical investigation of interference effect of closely spaced ring and circular footings on reinforced sand. Geotext Geomembr 42:191–200
5. Lotfizadeh MR, Kamalian M (2016) Estimating bearing capacity of strip footings over two-layered sandy soils using the characteristic lines method. Int J Civ Eng 14(2):107–116
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