These are the references the publisher has listed as being connected to the article. Please check the article itself for the full list of references which may differ. Not all references are currently linkable within the Digital Library.
| Abdul Rahman, A. R., Raja Badrol, R. S. A., Muhammad Daud, M. H., Nasri Huang, N., 2022. Mitigating Early Pile Refusal to Meet Foundation Capacity Requirement for Offshore Platform. Offshore Technology Conference Asia, Kuala Lumpur, Malaysia, D021S010R008. |
| Achmus (2019) Appl. Ocean Res. Un-and reloading stiffness of monopile foundations in sand 84, 62 |
| Alm T, Hamre L., 2001. Soil model for pile driveability predictions based on CPT interpretations. 15th International Conference on Soil Mechanics and Foundation Engineering, Istanbul, Turkey, 1297-1302. |
| API, 2014. Specific Requirements for Offshore Structures, Part 4-Geotechnical and Foundation Design Considerations. https://scholar.google.com/scholar_lookup?title=Specific%20Requirements%20for%20Offshore%20Structures%2C%20Part%20 4-Geotechnical%20and%20Foundation%20Design%20Considerations&auth or=API&publication_year=2014. |
| Bowles (1996) |
| Broos, E., Sibbes, R., de Gijt, J., 2017. Widening a harbor basin, demolition of a deep see quay wall in Rotterdam. Proceedings COME2017 - Decommissioning of Offshore Geotechnical Structures, Hamburg, Germany, 251-262. |
| Buckley (2023) J. Geotech. Geoenviron. Eng. Bayesian optimization for CPT-based prediction of impact pile drivability 149 |
| Buckley (2020) GĂ©otechnique Full-scale observations of dynamic and static axial responses of offshore piles driven in chalk and tills 70, 657 |
| Buckley (2021) Can. Geotech. J. Pile driveability in low-to medium-density chalk 58, 650 |
| Buckley (2020) J. Geotech. Geoenviron. Eng. Optimization of impact pile driving using optical fiber Bragg-grating measurements 146 |
| Charue, N., 2004. Loading rate effects on pile load-displacement behaviour derived from back-analysis of two load testing procedures. Université Catholique de Louvain. Ph. D. thesis. |
| Chung (2013) Procedia Eng. Pile fatigue assessment during driving 66, 451 |
| Coyle (1970) J. Soil Mech. Foundat. Div. Empirical damping constants for sands and clays 96, 949 |
| Dafalias (1975) Acta Mech. A model of nonlinearly hardening materials for complex loading 21, 173 |
| Dafalias (1976) ASME J. Appl. Mech. Plastic Internal Variables Formalism of Cyclic Plasticity 43, 645 |
| De Josselin de Jong, G., 1956. Wat gebeurt er in de grond tijdens het heien (What happens in the soil during pile driving). De Ingenieur, 68(25), B77-88 [Breda,The Netherlands]. |
| Deeks (1995) Int. J. Numer. Anal. Meth. Geomech. A simple model for inelastic footing response to transient loading 19, 307 |
| DeGroot (2023) Geological and geotechnical challenges of the East Coast United States for offshore energy transition 82, 82 |
| Di (2022) Ocean Eng. Semi-analytical approach for nondestructive test for offshore pipe piles considering soil-pile slippage induced by heavy hammer impact 260 |
| Dobry (2013) Soil Dyn. Earthq. Eng. Radiation damping in the context of one-dimensional wave propagation: A teaching perspective 47, 51 |
| Ganju (2020) J. Geotech. Geoenviron. Eng. Static capacity of closed-ended pipe pile driven in gravelly sand 146 |
| Ganju (2021) J. Geotech. Geoenviron. Eng. Closure to âStatic Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sandâ by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado 147 |
| Gates (1957) Civ. Eng. Empirical formula for predicting pile bearing capacity 27, 65 |
| Gazetas, G., 1991. Foundation Engineering Handbook, 2nd edition, Van Nostrand Reinholds, 553-593. |
| Gazetas (1984) J. Eng. Mech. Simple radiation damping model for piles and footings 110, 937 |
| Goble (1980) , 29 |
| Hansen (1980) , 2 |
| Heerema (1978) Predicting pile driveability: Heather as an illustration of the âfriction fatigueâ theory |
| Heerema (1979) Ground Eng. Relationships between wall friction, displacement velocity and horizontal stress in clay and in sand, for pile driveability analysis 12 |
| Hiley (1925) Engineering Rational pile-driving formula and its application in piling practice explained 657, 721 |
| Hirsch, T. J., L. Carr, L. L. J. Lowery., 1976. Pile Driving Analysis-Wave Equation Users Manual TTI Program. Volume IV. Narrative Presentation. |
| Holeyman A E., 1985. Dynamic non-linear skin friction of piles. Proceedings of the international Symposium on Penetrability and Drivability of Piles, San Francisco, USA, 1, 173-176. |
| Holeyman A, Legrand C., 1994. Soil modeling for pile vibratory driving. US FHWA ââInternational Conference on Design and Construction of Deep Foundationsââ, Orlando, Florida, 2, 1165-1178. |
| Huang, Z., Kurundwade, S., Kibby, L., Chen, Z., 2020. A Simplified Method to Predict the Shock Load on Crane Wire to Hang Hammer During Pile Running. Offshore Technology Conference Asia, Houston, Texas, USA, D011S001R003. |
| Hwang (2001) J. Geotech. Geoenviron. Eng. Ground response during pile driving 127, 939 |
| Jardine (2006) GĂ©otechnique Some observations of the effects of time on the capacity of piles driven in sand 56, 227 |
| Jones (2021) A CPT-Based Soil Resistance to Driving (SRD) Method for Offshore Pile Driveability Analyses , 207 |
| Karray (2011) Can. Geotech. J. Influence of particle size on the correlation between shear wave velocity and cone tip resistance 48, 599 |
| Kuhlemeyer (1979) J. Geotech. Eng. Div. Vertical vibration of piles 105, 273 |
| Kumar Thota (2021) J. Geotech. Geoenviron. Eng. Poissonâs ratio characteristic curve of unsaturated soils 147 |
| Lambe (1991) Vol. 10 |
| Le (2024) Int. J. Geomech. Cyclic Hysteretic Behavior and Development of the Secant Shear Modulus of Sand under Drained and Undrained Conditions 24 |
| Lee (1988) J. Geotech. Eng. Rational wave equation model for pile-driving analysis 114, 306 |
| Litkouthi (1980) Geotechnique Damping constants for pile driveability calculations 30, 77 |
| Lotsberg (2010) J. Offshore Mech. Arct. Eng. Recommended design fatigue factors for reassessment of piles subjected to dynamic actions from driving 132 |
| Loukidis, D., Rodrigo, S., Abou, J.G., 2008. Assessment of axially-loaded pile dynamic design methods and review of INDOT axially-loaded pile design procedure. Purdue University, West Lafayette, Indiana, USA. Technical Report No. FHWA/IN/ITRP-2008/6. |
| Lu (2023) Soil Dyn. Earthq. Eng. Experimental study on penetration characteristics of an open-ended pile under static and dynamic driving methods 166 |
| Lysmer (1966) J. Soil Mech. Found. Division Dynamic response of footings to vertical loading 92, 65 |
| Milewski H, Kennedy J., 2019. Application of Friction Fatigue Pile Driving Models in GRLWEAP. International Conference on Offshore Mechanics and Arctic Engineering. American Society of Mechanical Engineers, 58769, V001T10A012. |
| Ng (2013) Comput. Geotech. Improving dynamic soil parameters and advancing the pile signal matching technique 54, 166 |
| Nguyen, T. T., Berggren, B., Hansbo, S., 1988. A new soil model for pile driving and driveability analysis. Third International Conference on Application of Stress-Wave Theory to Piles, Ottawa, Canada, 353-367. |
| Novak (1978) J. Eng. Mech. Div. Dynamic soil reactions for plane strain case 104, 953 |
| Oh (2011) , 239 |
| Olson (1967) J. Soil Mechanics and Foundations Division Pile-driving formulas for friction piles in sand 93, 279 |
| Paik (1993) Mar. Georesour. Geotechnol. Behavior of soil plugs in openâended model piles driven into sands 11, 353 |
| Paquet J., 1988. Checking bearing capacity of dynamic loadingâchoice of a methodology. Third International Conference on Application of Stress-Wave Theory to Piles, Ottawa, Canada, 383-398. |
| Dynamics (2010) |
| Porter, B. W., Ingram W. B., 1989. Post Driving Prediction of Pile Capacity. Offshore Technology Conference. OTC, Houston, Texas, OTC-6003-MS. |
| Qin (2023) Comput. Geotech. Soil resistance during driving of offshore large-diameter open-ended thin-wall pipe piles driven into clay by impact hammers 153 |
| Randolph (1991) Advanced geotechnical analyses. CRC Press Analysis of the dynamics of pile driving , 233 |
| Randolph (2003) GĂ©otechnique Science and empiricism in pile foundation design 53, 847 |
| Randolph, M. F., Simons, H. A., 1986. An improved soil model for one dimensional pile driving analysis. Third International Conference on Numerical Methods in Offshore Piling, Nantes, France, 3-17. |
| Rausche (2004) Proceedings VII Conference on the Application of Stress Wave Theory to Piles Applications and correlations of the wave equation analysis program GRLWEAP , 107 |
| Rui (2020) Rock Soil Mech. Experimental study on cyclic shear stiffness and damping ratio of carbonate sand-steel interface 41, 7 |
| Rui (2021) Acta Geotech. Cyclic behavior of interface shear between carbonate sand and steel 16, 189 |
| Salgado (2015) GĂ©otechnique The role of soil stiffness non-linearity in 1D pile driving simulations 65, 169 |
| Salgado (2022) |
| Samson (1963) J. Struct. Div. Computer study of dynamic behavior of piling 89, 413 |
| Segalman (2008) Int. J. Non Linear Mech. Inversion of Masing models via continuous Iwan systems 43, 74 |
| Simons (1985) |
| Smith (1960) Journal of the soil mechanics and foundations division Pile-driving analysis by the wave equation 86, 35 |
| Staubach (2022) J. Geotech. Geoenviron. Eng. Long-term response of piles to cyclic lateral loading following vibratory and impact driving in water-saturated sand 148 |
| Thijssen, R., Martinelli, M., Luger, D., 2024. Risk Mitigation for Punch through of XXL MonopilesâMPM Validation and Field Observations. Offshore Technology Conference, Houston, Texas, USA, D021S026R007. |
| Thijssen, R., Roelen, S., 2024. Prediction of Pile Run During Pile Driving-Analytical Model and Field Observations. Offshore Technology Conference, Houston, Texas, USA, D021S026R004. |
| Tomlinson (2014) |
| Tu (2022) Soil Dyn. Earthq. Eng. Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis 162 |
| Turkel (2023) J. Geotech. Geoenviron. Eng. Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving 149 |
| Wang (2020) Ocean Eng. Frequency change and accumulated inclination of offshore wind turbine jacket structure with piles in sand under cyclic loadings 217 |
| Warrington, D. C., 1988. A new type of wave equation analysis program. Third International Conference on Application of Stress-Wave Theory to Piles, Ottawa, Canada, 142-151. |
| Webster, S., Robinson, B., 2013. Driveability Analysis Techniques for Offshore Pile Installations. International Conference on Offshore Mechanics and Arctic Engineering. American Society of Mechanical Engineers, 55409, V006T10A036. |
| Westgate, Z., Rahim, A., Senanayake, A., PisanĂČ, F., Maldonado, C., RidgwayâHill, A., Perikleous, Y., De Sordi, J., Roux, A., Andrews, E., Ghasemi, P., 2024. The Piling in Glauconitic Sands (PIGS) JIP: Reducing Geotechnical Uncertainty for US Offshore Wind Development. Offshore Technology Conference, Houston, Texas, USA, D031S001R007. |
| White (2005) , 697 |
| White (2004) GĂ©otechnique Friction fatigue on displacement piles in sand 54, 645 |
| Wolf (1989) Nucl. Eng. Des. Soil-structure-interaction analysis in time domain 111, 381 |
| W. P. Heising., 1955. Discussion: âImpact and Longitudinal Wave Transmissionâ (Smith, EAL, 1955, Trans. ASME, 77, pp. 963â971). Transactions of the American Society of Mechanical Engineers, 77(6), 972-973. |
| Xu (2024) Ocean Eng. Influence of bounding surface plasticity-based soil-structure interaction model on integrated dynamic behaviour of jacket offshore wind turbines 298 |
| Yu (2012) J. Geotech. Geoenviron. Eng. Base capacity of open-ended steel pipe piles in sand 138, 1116 |
| Zhou (2019) Comput. Geotech. A novel tz model to predict the pile responses under axial cyclic loadings 112, 120 |
| Zhou (2021) Ocean Eng. Numerical model for suction caisson under axial cyclic loadings 240 |
| Zhou (2021) Comput. Geotech. Simplified tz models for estimating the frequency and inclination of jacket supported offshore wind turbines 132 |
| Zhu (2025) Acta Geotech. A one-phase injection method to improve the strength and uniformity in MICP with polycarboxylic acid added , 1 |
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