Relationship Between Minimum Creep Length and Maximum Exit Hydraulic Gradient in Sheet Pile Cofferdams
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02190-x.pdf
Reference24 articles.
1. Abdulrahman A, Mardini J (2010) Seepage analysis under dams with vertical sheet pile using Schwarz-Christoffel transformation. Int J Geotech Eng ASCE 4(4):537–547
2. Banerjee S (1993) Design Charts for double walled cofferdams. J Geotech Eng ASCE 119(2):214–222
3. Banerjee S, Muleshkov A (1992) Analytical solution of steady seepage into double-walled cofferdams. J Eng Mech 118(3):525–539
4. Bligh W (1910) Dams, barrages and weirs on porous foundations. Engg News 64(26):708–710
5. Chen WF, Liew JR (2002) The civil engineering handbook. CRC Press, New York
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