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Full-Scale Field Tests of Different Types of Piles
After late nineteenth century when the driven piles design was mainly based on the experience, the research of pile behavior which suffered static load started.
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Zurück zum Zitat American Association of State Highway and Transportation Officials (AASHTO). (2002). Standard specifications for highway bridges, Washington, DC. American Association of State Highway and Transportation Officials (AASHTO). (2002).
Standard specifications for highway bridges, Washington, DC.
Zurück zum Zitat ASTM International. (1994). Standard test methods for deep foundation under static load compressive load (ASTM-D-1143/D-07) (pp. 1–15). ASTM International. (1994).
Standard test methods for deep foundation under static load compressive load (ASTM-D-1143/D-07) (pp. 1–15).
Zurück zum Zitat Bank, L. C., & Wiley, B. (2006). Composites for construction: Structural design with FRP materials. Hoboken, N.J: Wiley. CrossRef Bank, L. C., & Wiley, B. (2006).
Composites for construction: Structural design with FRP materials. Hoboken, N.J: Wiley.
CrossRef
Zurück zum Zitat Borel, S., Bustamante, M., & Gianeselli, L. (2004). An appraisal of the Chin method based on 50 instrumented pile tests. Ground Engineering, 37(1), 22–26. Borel, S., Bustamante, M., & Gianeselli, L. (2004). An appraisal of the Chin method based on 50 instrumented pile tests.
Ground Engineering,
37(1), 22–26.
Zurück zum Zitat Brinch-Hansen, J. (1963). Hyperbolic stress-strain response: Cohesive soils discussion. American Society of Civil Engineers Journal of Soil Mechanics and Foundation Division, 89(SM4), 241–242. Brinch-Hansen, J. (1963). Hyperbolic stress-strain response: Cohesive soils discussion.
American Society of Civil Engineers Journal of Soil Mechanics and Foundation Division,
89(SM4), 241–242.
Zurück zum Zitat Chin, F. K. (1970). Estimation of the ultimate load of piles not carried to failure. In Proceedings of the 2nd Southeast Asian Conference on Soil Engineering (pp. 81–91). Chin, F. K. (1970). Estimation of the ultimate load of piles not carried to failure. In
Proceedings of the 2nd Southeast Asian Conference on Soil Engineering (pp. 81–91).
Zurück zum Zitat Chin, F.K. (1978). Diagnosis of pile condition. In Guest Lecture on 5th Southeast Asian Conference on Soil Mechanics (Vol. 9, pp. 85–104). Bangkok: Geotechnical Engineering. Chin, F.K. (1978). Diagnosis of pile condition. In
Guest Lecture on 5th Southeast Asian Conference on Soil Mechanics (Vol. 9, pp. 85–104). Bangkok: Geotechnical Engineering.
Zurück zum Zitat Davisson, M. T. (1972). High capacity piles. In Proceedings of the soil mechanics lecture series on innovations in foundation construction (pp. 81–112). IIIinois Section, Chicago: American Society of Civil Engineers. Davisson, M. T. (1972). High capacity piles. In
Proceedings of the soil mechanics lecture series on innovations in foundation construction (pp. 81–112). IIIinois Section, Chicago: American Society of Civil Engineers.
Zurück zum Zitat DeBeer, E. E. (1970). Experimental determination of the shape factors and the bearing capacity factors of sand. Geotechnique, 20(4), 387–411. CrossRef DeBeer, E. E. (1970). Experimental determination of the shape factors and the bearing capacity factors of sand.
Geotechnique,
20(4), 387–411.
CrossRef
Zurück zum Zitat Guades, E., Aravinthan, T., Islam, M., & Manalo, A. (2012). A review on the driving performance of FRP composite piles. Composite Structures, 94(6), 1932–1942. CrossRef Guades, E., Aravinthan, T., Islam, M., & Manalo, A. (2012). A review on the driving performance of FRP composite piles.
Composite Structures,
94(6), 1932–1942.
CrossRef
Zurück zum Zitat Hannigan, P. J., Goble, G. G., Likins, G. E., & Becker, M. L. (2016). Design and construction of driven pile foundations (FHWA-NHI-16-009) (FHWA-NHI-16-009). Federal Highway Administration: United States. Hannigan, P. J., Goble, G. G., Likins, G. E., & Becker, M. L. (2016).
Design and construction of driven pile foundations (FHWA-NHI-16-009) (FHWA-NHI-16-009). Federal Highway Administration: United States.
Zurück zum Zitat Hassan, M., & Iskander, M. G. (1998). State of the practice review in FRP composite piling. Journal of Composites for Construction, 2(3), 116–120. CrossRef Hassan, M., & Iskander, M. G. (1998). State of the practice review in FRP composite piling.
Journal of Composites for Construction,
2(3), 116–120.
CrossRef
Zurück zum Zitat Juran, I., & Komornik, U. (2006). Behavior of fiber-reinforced polymer composite piles under vertical loads (No. FHWA-HRT-04-107). United States Department of Transportation. Juran, I., & Komornik, U. (2006).
Behavior of fiber-reinforced polymer composite piles under vertical loads (No. FHWA-HRT-04-107). United States Department of Transportation.
Zurück zum Zitat Kwan, A. K. H., Dong, C. X., & Ho, J. C. M. (2015). Axial and lateral stress-strain model for FRP confined concrete. Engineering Structures, 99, 285–295. CrossRef Kwan, A. K. H., Dong, C. X., & Ho, J. C. M. (2015). Axial and lateral stress-strain model for FRP confined concrete.
Engineering Structures,
99, 285–295.
CrossRef
Zurück zum Zitat Lo, S. H., Kwan, A. K. H., Ouyang, Y., & Ho, J. C. M. (2015). Finite element analysis of axially loaded FRP-confined rectangular concrete columns. Engineering Structures, 100, 253–263. CrossRef Lo, S. H., Kwan, A. K. H., Ouyang, Y., & Ho, J. C. M. (2015). Finite element analysis of axially loaded FRP-confined rectangular concrete columns.
Engineering Structures,
100, 253–263.
CrossRef
Zurück zum Zitat Luo, L. (2014). Development and application of FRP materials in the structural in China. In Recent advances in material, analysis, monitoring, and evaluation in foundation and bridge engineering (pp. 126–132). Luo, L. (2014). Development and application of FRP materials in the structural in China. In
Recent advances in material, analysis, monitoring, and evaluation in foundation and bridge engineering (pp. 126–132).
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (1999). Standard for soil test method (GB/T 50123-1999). Beijing, China: Ministry of Construction of People’s Republic of China. Ministry of Construction of the People’s Republic of China. (1999).
Standard for soil test method (GB/T 50123-1999). Beijing, China: Ministry of Construction of People’s Republic of China.
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (2001). Code for investigation of geotechnical engineering (GB 50021-2001). Beijing, China: Ministry of Construction of People’s Republic of China. Ministry of Construction of the People’s Republic of China. (2001).
Code for investigation of geotechnical engineering (GB 50021-2001). Beijing, China: Ministry of Construction of People’s Republic of China.
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (2002). Code for design of concrete structures (GB 50010-2002). Beijing, China: National Standard of the People’s Republic of China. Ministry of Construction of the People’s Republic of China. (2002).
Code for design of concrete structures (GB 50010-2002). Beijing, China: National Standard of the People’s Republic of China.
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (2008). Technical code for building pile foundations (JGJ 94-2008). Beijing, China: National Standard of the People’s Republic of China. Ministry of Construction of the People’s Republic of China. (2008).
Technical code for building pile foundations (JGJ 94-2008). Beijing, China: National Standard of the People’s Republic of China.
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (2013). Standard for test methods of engineering rock mass (GB/T 50266-2013). Beijing, China: Ministry of Construction of People’s Republic of China. Ministry of Construction of the People’s Republic of China. (2013).
Standard for test methods of engineering rock mass (GB/T 50266-2013). Beijing, China: Ministry of Construction of People’s Republic of China.
Zurück zum Zitat Ministry of Construction of the People’s Republic of China. (2014). Technical code for testing of building foundation piles (JGJ 106-2014). Beijing, China: National Standard of the People’s Republic of China (pp. 13–51). Ministry of Construction of the People’s Republic of China. (2014).
Technical code for testing of building foundation piles (JGJ 106-2014). Beijing, China: National Standard of the People’s Republic of China (pp. 13–51).
Zurück zum Zitat Mohammed, B. S., Ean, L. W., & Malek, M. A. (2013). One way RC wall panels with openings strengthened with CFRP. Construction and Building Materials, 40, 575–583. CrossRef Mohammed, B. S., Ean, L. W., & Malek, M. A. (2013). One way RC wall panels with openings strengthened with CFRP.
Construction and Building Materials,
40, 575–583.
CrossRef
Zurück zum Zitat Mosallam, A., Elsanadedy, H. M., Almusallam, T. H., Al-Salloum, Y. A., & Alsayed, S. H. (2015). Structural evaluation of reinforced concrete beams strengthened with innovative bolted/bonded advanced FRP composites sandwich panels. Composite Structures, 124, 421–440. CrossRef Mosallam, A., Elsanadedy, H. M., Almusallam, T. H., Al-Salloum, Y. A., & Alsayed, S. H. (2015). Structural evaluation of reinforced concrete beams strengthened with innovative bolted/bonded advanced FRP composites sandwich panels.
Composite Structures,
124, 421–440.
CrossRef
Zurück zum Zitat Mostofinejad, D., & Mohammadi Anaei, M. (2012). Effect of confining of boundary elements of slender RC shear wall by FRP composites and stirrups. Engineering Structures, 41, 1–13. CrossRef Mostofinejad, D., & Mohammadi Anaei, M. (2012). Effect of confining of boundary elements of slender RC shear wall by FRP composites and stirrups.
Engineering Structures,
41, 1–13.
CrossRef
Zurück zum Zitat Mostofinejad, D., & Tabatabaei Kashani, A. (2013). Experimental study on effect of EBR and EBROG methods on debonding of FRP sheets used for shear strengthening of RC beams. Composites Part B: Engineering, 45(1), 1704–1713. CrossRef Mostofinejad, D., & Tabatabaei Kashani, A. (2013). Experimental study on effect of EBR and EBROG methods on debonding of FRP sheets used for shear strengthening of RC beams.
Composites Part B: Engineering,
45(1), 1704–1713.
CrossRef
Zurück zum Zitat Paikowsky, S. G., & Tolosko, T. A. (1999). Extrapolation of pile capacity from non-failed load tests (No. FHWA-RD-99-170). US Department of Transportation. Paikowsky, S. G., & Tolosko, T. A. (1999).
Extrapolation of pile capacity from non-failed load tests (No. FHWA-RD-99-170). US Department of Transportation.
Zurück zum Zitat Pando, M. A., Filz, G. M., & Brown, D. (2004) Performance of a laterally loaded composite pile at the Nottoway River bridge. Geotechnical Engineering for Transportation Projects 1317–1326. Pando, M. A., Filz, G. M., & Brown, D. (2004) Performance of a laterally loaded composite pile at the Nottoway River bridge.
Geotechnical Engineering for Transportation Projects 1317–1326.
Zurück zum Zitat Pecce, M. (2001). Structural behaviour of FRP profiles. Composites in Construction 241–249. Pecce, M. (2001). Structural behaviour of FRP profiles.
Composites in Construction 241–249.
Zurück zum Zitat Robinson, B., & Iskander, M. (2008). Static and dynamic load tests on driven polymeric piles. In GeoCongress 2008: Geosustainability and Geohazard Mitigation (pp. 939–946). Robinson, B., & Iskander, M. (2008). Static and dynamic load tests on driven polymeric piles. In
GeoCongress 2008: Geosustainability and Geohazard Mitigation (pp. 939–946).
Zurück zum Zitat Samtani, N. C., & Nowatzki, E. A. (2006). Soils and foundations—Volume II (No. FHWA-NHI-16-009). US Department of Transportation. Samtani, N. C., & Nowatzki, E. A. (2006).
Soils and foundations—Volume II (No. FHWA-NHI-16-009). US Department of Transportation.
Zurück zum Zitat Thomann, T. G., Zoli, T., & Volk, J. (2004). Lateral load test on large diameter composite piles. Geotechnical Engineering for Transportation Projects, 1239–1247. Thomann, T. G., Zoli, T., & Volk, J. (2004). Lateral load test on large diameter composite piles.
Geotechnical Engineering for Transportation Projects, 1239–1247.
Zurück zum Zitat Weaver, T. J., Ashford, S. A., & Rollins, K. M. (2008). Lateral load behavior of a concrete-filled GFRP pipe pile. GeoCongress, 2008, 931–938. Weaver, T. J., Ashford, S. A., & Rollins, K. M. (2008). Lateral load behavior of a concrete-filled GFRP pipe pile.
GeoCongress,
2008, 931–938.
Zurück zum Zitat Xiao, D., & Yang, H. (2011). Back analysis of static pile load test for SPT-based pile design: A Singapore experience Advances in Pile Foundations. GeoHunan International Conference 2011 (pp. 144–152). Xiao, D., & Yang, H. (2011). Back analysis of static pile load test for SPT-based pile design: A Singapore experience Advances in Pile Foundations.
GeoHunan International Conference 2011 (pp. 144–152).
Zurück zum Zitat Youssf, O., ElGawady, M. A., & Mills, J. E. (2015). Displacement and plastic hinge length of FRP-confined circular reinforced concrete columns. Engineering Structures, 101, 465–476. CrossRef Youssf, O., ElGawady, M. A., & Mills, J. E. (2015). Displacement and plastic hinge length of FRP-confined circular reinforced concrete columns.
Engineering Structures,
101, 465–476.
CrossRef
Zurück zum Zitat Zhang, B. D., Sun, J. Z., & Song, F. (2001). Briefing the application of resin material to boring tunnels. Coal Technology, 20(2), 61–62 (In Chinese). Zhang, B. D., Sun, J. Z., & Song, F. (2001). Briefing the application of resin material to boring tunnels.
Coal Technology,
20(2), 61–62 (In Chinese).
- Titel
- Field Performance of Composite Piles
- DOI
- https://doi.org/10.1007/978-981-33-6183-6_5
- Autoren:
-
Jialin Zhou
Erwin Oh
- Verlag
- Springer Singapore
- Sequenznummer
- 5
- Kapitelnummer
- Chapter 5