Mechanical Behaviour of Laterally Loaded Large-Diameter Steel Tubular Piles Embedded in Soft Rock
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/s10706-022-02075-z.pdf
Reference50 articles.
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2. Afifi SS, Richart FE Jr (1973) Stress-history effects on shear modulus of soils. Soils Found 13(1):77–95. https://doi.org/10.3208/sandf1972.13.77
3. Arany L, Bhattacharya S, Macdonald J, Hogan SJ (2017) Design of monopiles for offshore wind turbines in 10 steps. Soil Dyn Earthq Eng 92:126–152. https://doi.org/10.1016/j.soildyn.2016.09.024
4. Carter JP, Kulhawy FH (1992) Analysis of laterally loaded shafts in rock. J Geotech Eng 118(6):839–855. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:6(839)
5. Broms BB (1964) Lateral resistance of piles in cohesive soils. J Soil Mech Found Div 90(2):27–63
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