Numerical study of relationships between the cone resistances and footing bearing capacities in silica and calcareous sands

Author:

Pei Huimin,Wang Dong,Liu Qingbing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference72 articles.

1. Cone penetration test in sand: a numerical-analytical approach;Ahmadi;Comput. Geotech.,2017

2. Bolton, M.D., Gui, M.W., 1993. The study of relative density and boundary effects for cone penetration tests in centrifuge. Report CUED/D-SOILS/TR256, Cambridge University Engineering Department, UK.

3. Amar, S., Baguelin, F., Canepa, Y., Frank, R., 1998. New design rules for the bearing capacity of shallow foundations based on Menard PMT. In: The 1st International Conference on Site Characterization, Atlanta, United States, pp. 727-733.

4. Belastningsförsök på plattor grundlagda i friktionsjord för bestämning av jords deformationsegenskaper: Kolbyttemon;Bergdahl,1984

5. Calculation of settlements of footings in sands;Bergdahl;In: Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering,,1985

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