Evaluation of the Static Bearing Capacity Coefficients of Rough Strip Footing Using the Stress Characteristics Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00539-y.pdf
Reference29 articles.
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2. Arabpanahan M, Mirghaderi SR, Hosseini A, Sharif AP, Ghalandarzadeh A (2019) Experimental-numerical investigation of embedment effect on foundation behavior under vertical loading. Int J Civ Eng 17(12):1951–1969. https://doi.org/10.1007/s40999-019-00437-y
3. Salamatpoor S, Jafarian Y, Hajiannia A (2019) Bearing capacity and uneven settlement of consecutively constructed adjacent footings rested on saturated sand using model tests. Int J Civ Eng 17(6):737–749. https://doi.org/10.1007/s40999-018-0295-y
4. Chen T, Xiao S (2020) An upper bound solution to undrained bearing capacity of rigid strip footings near slopes. Int J Civ Eng 18(4):475–485. https://doi.org/10.1007/s40999-019-00463-w
5. Ghasemzadeh H, Akbari F (2020) Investigation of soil active wedge angle with linear matric suction distribution below the footing. Int J Civ Eng 18(2):161–168. https://doi.org/10.1007/s40999-019-00426-1
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