Performance Analysis of a Piled Raft Foundation System of Varying Pile Lengths in Controlling Angular Distortion-Reference-Cited by-同舟云学术

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Performance Analysis of a Piled Raft Foundation System of Varying Pile Lengths in Controlling Angular Distortion

Published:2018-09 Issue:4 Volume:55 Page:265-269
ISSN:0038-0741
Container-title:Soil Mechanics and Foundation Engineering
language:en
Short-container-title:Soil Mech Found Eng

Author:

Moayedi H.,Nazir R.,Ghareh S.,Sobhanmanesh A.,Tan Yean-Chin

Publisher

Springer Science and Business Media LLC

Subject

General Energy,Soil Science,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Water Science and Technology

Link

http://link.springer.com/article/10.1007/s11204-018-9535-z/fulltext.html

Reference21 articles.

1. B. M. Das, Principles of Foundation Engineering, 8th, McGraw-Hill Book Co., Singapore (2008).

2. N. Hataf and A. Shafaghat, "Numerical comparison of bearing capacity of tapered pile groups using 3D FEM," Geomech. Eng., 9(5), 547-567 (2015).

3. S. Jeong, J. Ko, J. Won, and K. Lee, "Bearing capacity analysis of open-ended piles considering the degree of soil plugging," Soils Found., 55(5), 1001-1014 (2015).

4. N. S. Sokolov and V. M. Ryabinov, "Method for calculation of the bearing capacity of bore-and- injection piles installed using electro-charge technology (ECT)," Soil Mech. Found. Eng., 52(1), 18-22 (2015).

5. H. Alielahi and M. Adampira, "Comparison between empirical and experimental ultimate bearing capacity of bored piles; a case study," Arab. J. of Geosci., 9(1), 16 (2016).

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