Undrained Lateral Pile Response in Sloping Ground
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 541 24, Thessaloniki, Greece (corresponding author).
2. Professor, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 541 24, Thessaloniki, Greece.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000373
Reference45 articles.
1. American Petroleum Institute. (1990). “Offshore lateral pile design reliability.” API Rep. No. 87-29 American Petroleum Institute Washington D.C.
2. American Petroleum Institute. (1993). “Recommended practice for planning designing and constructing fixed offshore platforms.” API Rep. No. RP-2A American Petroleum Institute Washington D.C.
3. Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction
4. Lateral load tests on drilled piers in stiff clays;Bhushan K.;J. Geotech. Engrg. Div.,1979
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