Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
Published in:
Introduction Read chapter Read first chapter

2021 | OriginalPaper | Chapter

2. General Principles and Practices

Authors : Jialin Zhou, Erwin Oh

Published in: Full-Scale Field Tests of Different Types of Piles

Publisher: Springer Singapore

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

All types of engineers are required to have sophisticated understanding and knowledge of subsurface conditions to undertake their projects. Soil analysis is more complicated than analysis of other materials because of soil’s non-continuum characteristic.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

inform now
previous chapter Introduction
next chapter Field Tests of Post Grouted Concrete Piles
Literature
Abu-Farsakh, M. Y., Haque, M. N., & Tsai, C. (2017). A full-scale field study for performance evaluation of axially loaded large-diameter cylinder piles with pipe piles and PSC piles. Acta Geotechnica, 12(4), 753–772.CrossRef
Alansari, O. M. A. (1999). Capacity and behavior of steel pipe piles in dry sand (Doctoral dissertation).
Alleyne, D., & Cawley, P. (1995). The long range detection of corrosion in pipes using Lamb waves. IEE Colloquium (Digest), 240, 6.
American Concrete Institute. (2006). Guide for the design and construction of structural concrete reinforced with FRP bars (ACI 440.1R-06s).
Ashford, S. A., & Jakrapiyanun, W. (2001). Drivability of glass FRP composite piling. Journal of Composites for Construction, 5(1), 58–60.CrossRef
ASTM International. (1994). Standard test methods for deep foundation under static load compressive load (ASTM-D-1143/D-07) (pp. 1–15).
ASTM International. (1995a). Standard test methods for deep foundations under static axial tensile load (ASTM-D-3689/D-07) (pp. 1–13).
ASTM International. (1995b). Standard test methods for deep foundations under lateral load (ASTM-D-3966/D-07) (pp. 1–18).
ASTM International. (2007a). Standard test methods for direct shear test of soils under consolidated drained conditions (ASTM-D-3080–98) (pp. 1–6).
ASTM International. (2007b). Standard test methods for one-dimensional consolidation properties of soils (ASTM-D-2435–06) (pp. 1–10).
Balasubramaniam, A., Oh, E., & Phienwej, N. (2009). Bored and driven pile testing in Bangkok sub-soils. Journal of Lowland Technology International, 11(1), 29–36.
Bergado, D., Ruenkrairergsa, T., Taesiri, Y., & Balasubramaniam, A. (1999). Deep soil mixing used to reduce embankment settlement. Ground Improvement, 3, 145–162.CrossRef
Boathong, P., Jamsawang, P., & Mairaing, W. (2014). Lateral movement of slope stabilized with DCM column rows. Electron Journal Geotechnical Engineering, 19(H), 1647–1664.
Buathong, P., & Mairaing, W. (2010). Failure behavior of large drainage canal reinforced by DCM piles. In Proceedings of the EIT-JSCE Joint International Symposium. Bangkok, Thailand.
Bowles, J. E. (1977). Foundation analysis and design (3rd ed.). New York, NY: McGraw-Hill Book Company.
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.CrossRef
Brown, D. A., O’Neill, M., Hoit, M., McVay, M., El Naggar, M., & Chakraborty, S. (2001). Static and dynamic lateral loading of pile groups. In National Cooperative Highway Research Program Report (pp. 1–57).
Bustamante, M., & Gianeselli, L. (1982). Pile bearing capacity prediction by means of static penetrometer CPT. Paper presented at the Proceedings of the 2nd European Symposium on Penetration Testing.
Butler, H. D., & Hoy, H. E. (1976). The Texas quick-load method for foundation load testing, user’s manual, NASA STI/Recon Technical Report N. (p. 77).
Casagrande, A. (1936). The determination of the pre-consolidation load and its practical. Paper presented at the 1st International Soil Mechanics and Foundation Engineering Conference, Cambridge, MA.
Chen, J.-J., Wang, J.-H., Ke, X., & Jeng, D.-S. (2011). Behavior of large-diameter rock-socketed piles under lateral loads. International Journal of Offshore and Polar Engineering, 21(04).
Cheney, R. S., & Chassie, R. G. (2000). Soils and foundations workshop manual. Washington, DC: Federal Highway Administration, National Highway Institute.
Cheng, A., & Cheng, A. (1999). Characterization of layered cylindrical structures using cylindrical waves. In Review of progress in quantitative nondestructive evaluation (pp. 223–230). Springer.
Chim-oye, W., & Marumdee, N. (2013). Estimation of uplift pile capacity in the sand layers. International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies, 4(1), 57–65.
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).
Coulomb, C. A. (1776). Essai sur une application des regles des maximis et minimis a quelquels problemesde statique relatifs, a la architecture. Mem. Acad. Roy. Div., 7, 343–387.
Craig, R. F. (1983). Soil mechanics (3rd ed.). Department of Civil Engineering, University of Dundee: Springer Science & Business Media LLC.CrossRef
Dapp, S., Muchard, M., & Brown, D. (2006). Experiences with base grouted drilled shafts in the southeastern United States. In Proceedings of the 10th International Conference on Piling and Deep Foundations (pp. 1553–1562). Amsterdam, the Netherlands: Deep Foundations Institute.
Davisson, M. T. (1972). High capacity piles. Proceedings of the Soil Mechanics Lecture Series on Innovations in Foundation Construction, American Society of Civil Engineers, IIIinois Section, Chicago, 81–112.
De Kuiter, J., & Beringen, F. (1979). Pile foundations for large North Sea structures. Marine Georesources & Geotechnology, 3(3), 267–314.CrossRef
DeBeer, E. E. (1970). Experimental determination of the shape factors and the bearing capacity factors of sand. Geotechnique, 20(4), 387–411.CrossRef
Dong, P., Qin, R., & Chen, Z. (2004). Bearing capacity and settlement of concrete-cored DCM pile in soft ground. Geotechnical and Geological Engineering, 22(1), 105–119.CrossRef
Fam, A. Z. (2000). Concrete-filled fibre-reinforced polymer tubes for axial and flexural structural members (Doctoral thesis).
Fellenius, B. H. and Samson, L. (1976). Testing of drivability of concrete piles and disturbance to sensitive clay. Canadian Geotechnical Journal, 13(2), (pp. 139–160).
Fellenius, B. H. (1991). Pile foundations. In H. S. Fang (Ed.), Foundation engineering handbook (pp. 511–536). New York, NY: Van Nostrand Reinhold Publisher.CrossRef
Fellenius, B. H. (2002). Determining the True Distributions of Load in Instrumented Piles (p. 116). Paper presented at the ASCE International Deep Foundation Congress: Geotechnical Special Publications.
Fuller, F. M. (1983). Engineering of pile installations. McGraw-Hill Companies.
Goble, G., & Rausche, F. (1970). Pile load test by impact driving. Washington, DC: Paper presented at the Highway Research Board Annual Meeting.
Goble, G. G., Likins Jr, G., & Rausche, F. (1975). Bearing capacity of piles from dynamic measurements (No. OHIO-DOT-05–75 Final Rpt.). United States Department of Transportation.
Gregersen, O. S., Aas, G., & Dibiagio, E. (1975). Load tests on friction piles in loose sand. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 12(7), 98–98.CrossRef
Ground Engineering. (2003). Getting to grips with friction. Ground Engineering, Magazine of the British Geotechnical Association, 26, 20–21.
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
Hannigan, P. J. (1990). Dynamic monitoring and analysis of pile foundation installations—Continuing education short course text. Deep Foundations Institute.
Hannigan, P. J., Goble, G. G., Likins, G. E., & Rausche, F. (2006). Design and construction of driven pile foundations (FHWA-NHI-05-043) (FHWA-NHI-05-043). 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.
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
Helwany, S., & Wiley, B. (2007). Applied soil mechanics: With ABAQUS applications. Hoboken, NJ: John Wiley & Sons.CrossRef
Ho, C. E. (2003). Base grouted bored pile on weak granite. In Proceedings of the Third International Conference on Grouting and Ground Treatment (pp. 716–727).
Hsu, S.-T. (2014). Behaviors of large-scale driven PC piles. Journal of Marine Science and Technology, 22(4), 487–497.
Huo, S., Chao, Y., Dai, G., & Gong, W. (2015). Field test research of inclined large-scale steel pipe pile foundation for offshore wind farms. Journal of Coastal Research, SI(73), 132–138.
Hussein, M. H., Woerner, I., Wayne, A., Sharp, M., & Hwang, C. (2006). Pile driveability and bearing capacity in high-rebound soils. In GeoCongress 2006: Geotechnical Engineering in the Information Technology Age (pp. 1–4).
Jamiolkowski, M., Lo Presti, D., & Manassero, M. (2003). Evaluation of relative density and shear strength of sands from CPT and DMT. Soil behavior and soft ground construction (pp. 201–238).
Jamsawang, P., Bergado, D. T., & Voottipruex, P. (2011). Field behaviour of stiffened deep cement mixing piles. Proceedings of the Institution of Civil Engineers—Ground Improvement, 164(1), 33–49.
Jiao, Q. Z. (2007). Shaft wall design for a shield to directly cut through. Modern Tunneling Technology, 44(4), 20–23.
Jongpradist, P., Youwai, S., & Jaturapitakkul, C. (2010). Effective void ratio for assessing the mechanical properties of cement-clay admixtures at high water content. Journal of Geotechnical and Geoenvironmental Engineering, 137(6), 621–627.CrossRef
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.
Khaleghi, B., Lehman, D., & Roeder, C. (2016). Concrete Filled Steel Tube Bridge Pier Connections-An ABC Solution. Produced by Accelerated Bridge Construction: Center & Florida International University.
Kim, S., Whang, S.-W., Kim, S., & Hyung, W. G. (2017). Application of extended end composite pile design in pile foundation work. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 170(5), 455–465.CrossRef
Knappett, J., & Craig, R. F. (2012). Craig’s soil mechanics (8th ed.). Abingdon, Oxon, New York: Spon Press.
Kumar, S., Alarcon, C., & Hosin, A. (2004). O-cell testing of reinforced concrete driven piles. In International Conference on Case Histories in Geotechnical Engineering (pp. 1–7).
Kundu, T., & Ryu, Y.-S. (2002). Underwater inspection of concrete-filled steel pipes using guided waves. KSCE Journal of Civil Engineering, 6(1), 25–31.CrossRef
Kyfor, Z. G., Schnore, A. R., Carlo, T. A., & Baily, P. F. (1992). Static testing of deep foundations (No. FHWA-NHI-16–009). US Department of Transportation.
Lai, P., Mullins, G., & Dapp, S. D. (2000). Pressure-grouting drilled shaft tips in sand. Paper presented at the New Technological and Design Developments in Deep Foundations.
Lai, Y., Bergado, D., Lorenzo, G., & Duangchan, T. (2006). Full-scale reinforced embankment on deep jet mixing improved ground. Proceedings of the Institution of Civil Engineers-Ground Improvement, 10(4), 153–164.CrossRef
Lao, W. K., Zhou, L. Y., & Wang, Z. (2004). Field test and theoretical analysis on flexible large-diameter rock-socketed steel pipe piles under lateral load [J]. Chinese Journal of Rock Mechanics and Engineering, 10, 1–35.
Lee, J., & Song, K. (2010). Material properties and bearing capacities of extended PHC pile with enlarged pile thickness. Architectural Institute of Korea, 30(1), 207–208.
Lehane, B. M., Williams, R., & Li, Y. (2013). Shaft capacity of displacement piles in clay using the cone penetration tests. Journal of Geotechincal and Geoenvironmental Engineering, 139(2), 253–266.CrossRef
Li, W. J., Qin, L., Zhong, C., & Wang, L. K. (2015). Study of vibration characteristics about two-layered composite pile. Integrated Ferroelectrics, 167(1), 41–51.CrossRef
Li, X., Xie, K., Zeng, G., & Hou, X. (2000). Research of bored pile slurry effect created during construction. Structural Construction, 30(5), 21–23.
Liao, S. S., & Whitman, R. V. (1986). Overburden correction factors for SPT in sand. Journal of geotechnical engineering, 112(3), 373–377.
Liew, S., Ng, H., & Lee, K. (2004). Comparison of HSDPT and SLT results of driven piles in Malaysian residual soils. Paper presented at the Malaysian Geotechnical Conference.
Liu, J., Yuan, H. J., Li, J. F., Zhou, H., & Sun, H. Y. (2014). Current state of research and application of GFRP in shield engineering. Urban Rapid Rail Transit, 27(1), 81–86.
Liu, S.-Y., Du, Y.-J., Yi, Y.-L., & Puppala, A. J. (2011). Field investigations on performance of T-shaped deep mixed soil cement column–supported embankments over soft ground. Journal of Geotechnical and Geoenvironmental Engineering, 138(6), 718–727.CrossRef
Liu, X. J. (2014). Comparative study on expansive soil steep slope FRP materials bolt support. Applied Mechanics and Materials, 454, 250–254.CrossRef
Lunne, T., Robertson, P., & Powell, J. (1997). Cone penetration testing. Geotechnical Practice.
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).
Madhyannapu, R. S., & Puppala, A. J. (2015). Design and construction guidelines for deep soil mixing to stabilize expansive soils. Journal of Geotechnical and Geoenvironmental Engineering, 141(9).
Malik, A. A., Kuwnao, J., Tachibana, S., & Maejima, T. (2016). Interpretation of screw pile load test data using extrapolation method in dense sand. International Journal of GEOMATE, 10(1), 1567–1574.
Manh, T., Jensen, G. U., Johansen, T. F., & Hoff, L. (2013). Microfabricated 1–3 composite acoustic matching layers for 15MHz transducers. Ultrasonics, 53(6), 1141–1149.CrossRef
Mansur, C. I., & Hunter, A. H. (1970). Pile tests-Arkansas river project. Journal of Soil Mechanics & Foundations Division.
Marcos, M. C. M., Chen, Y.-J., & Kulhawy, F. H. (2013). Evaluation of compression load test interpretation criteria for driven precast concrete pile capacity. KSCE Journal of Civil Engineering, 17(5), 1008–1022.CrossRef
Mayne, P. W., Christopher, B., Berg, R., & DeJong, J. (2002). Subsurface Investigations (Geotechnical Site Characterization), (FHWA NHI-01-031) (Geotechnical Site Characterization), (FHWA NHI-01-031). National Highway Institute, Federal Highway Administration, Washington, D.C.: U.S. Dept. of Transportation.
Mayne, P. (2007). Cone penetration testing—A synthesis of highway practice. Washington DC: Transportation Research Board, National Academies Press.
McNamara, A., & Gorasia, R. J. (2016). High-capacity ribbed pile foundations. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 169(3), 264–275.
Meyerhof, G. G. (1956). Penetration tests and bearing capacity of cohesionless soils. Journal of the Soil Mechanics and Foundations Division, 82(1), 1–19.CrossRef
Meyerhof, G. G. (1976). Bearing capacity and settlement of pile foundations International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 13(6), A67–A67.
Ming, Z. (2011). The design and application of GFRP concrete structure in Dongwan subway tunnel project. China Academic Journal Electronic Publishing House, 6, 40–42.
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.
Mirmiran, A., & Shahawy, M. (1996). A new concrete-filled hollow FRP composite column. Composites Part B-Engineering, 27(3–4), 263–268.CrossRef
Miura, N., Horpibulsuk, S., & Nagaraj, T. (2001). Engineering behavior of cement stabilized clay at high water content. Soils and Foundations, 41(5), 33–45.CrossRef
Mokhlesur, M., Rahman, P., & Rabbi, M. Z. (2011). Strength and deformation characteristics of cement treated soft Bangladesh clays. IEM Journal, 72(4), 21–31.
Naesgaard, E. (1992). Lateral load tests to examine large-strain (seismic) behaviour of piles. Canadian Geotechnical Journal, 29(2), 245–252.CrossRef
Nakamura, S. (1998). Design strategy to make steel bridges more economical. Journal of Constructional Steel Research, 1(46), 58.CrossRef
Nguyen, V. L., Nie, L., & Zhang, M. (2012). Method Cement Post-grouting to Increase the Load Capacity for Bored Pile. Research Journal of Applied Sciences, Engineering and Technology, 5(19), 4727–4732.CrossRef
Nordlund, R. L. (1963). Bearing capacity of piles in cohesionless soils. American Society of Civil Engineers Journal of the Soil Mechanics and Foundations Division, SM3, 1–35.
Nordlund, R.L. (1979). Point Bearing and Shaft Friction of Piles in Sand. Missouri-Rolla 5th Annual Short Course on the Fundamentals of Deep Foundation Design.
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.
Pando, M. A. (2003). A laboratory and field study of composite piles for bridge substructures (Doctoral dissertation).
Pando, M. A., Ealy, C. D., Filz, G. M., Lesko, J. J., & Hoppe, E. J. (2006). A laboratory and field study of composite piles for bridge substructures (No. FHWA-HRT-04–043). US Department of Transportation.
Pando, M. A., Hoppe, E. J., Filz, G. M., & Dove, J. E. (2002). Interface shear tests on FRP composite piles. In Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance (pp. 1486–1500).
Park, J.-S., Lee, S.-H., Park, S.-S., Cho, J.-W., Jung, S.-W., Han, J.-H., & Kang, S.-G. (2003). Acoustic and electromechanical properties of 1–3 PZT composites for ultrasonic transducer arrays fabricated by sacrificial micro PMMA mold. Sensors and Actuators a: Physical, 108(1), 206–211.CrossRef
Patel, D., Glover, S., Chew, J., & Austin, J. (2015). The Pinnacle-design and construction of large diameter deep base grouted piles in London. Ground Engineering, 24–31.
Peck, R. B., Hanson, W. E., & Thornburn, T. H. (1974). Foundation engineering (Vol. 10). New York, NY: Wiley.
Perko, H. A. (2009). Helical piles: A practical guide to design and installation. John Wiley & Sons.
Peterson, T. (1999). Structural properties of steel-encased concrete piles (master’s dissertation).
Rausche, F., Moses, F., & Goble, G. G. (2004). Soil resistance predictions from pile dynamics Current Practices and Future Trends in Deep Foundations (pp. 418–440).
Reese, L. C. (1984). Handbook on design of piles and drilled shafts under lateral load (No. FHWA-NHI-16–009). US Department of Transportation.
Robertson, P. (1990). Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27(1), 151–158.CrossRef
Robinson, B., & Iskander, M. (2008). Static and dynamic load tests on driven polymeric piles. In GeoCongress 2008: Geosustainability and Geohazard Mitigation (pp. 939–946).
Rose, J. L., Cho, Y., & Ditri, J. J. (1994). Cylindrical guided wave leakage due to liquid loading. Review of Progress in Quantitative Nondestructive Evaluation, 13, 259–259.
Samtani, N. C., & Nowatzki, E. A. (2006a). Soils and foundations—Volume I (No. FHWA-NHI-16–009). US Department of Transportation.
Samtani, N. C., & Nowatzki, E. A. (2006b). Soils and foundations—Volume II (No. FHWA-NHI-16–009). US Department of Transportation.
Schmertmann, J. H. (1978). Guidelines for cone penetration test (performance and design) (Final Report No. FHWA-TS-78–209). US Department of Transportation.
Shi, C. (2005). The application of the pile-end mud-jacking technique in the construction of bored caisson pile. Sci/Tech Information Development & Economy, 15(23), 293–296.
Shin, Y., Kim, M., Ko, J., & Jeong, S. (2014). Proposed design chart of mechanical joints on steel-PHC composite piles. Materials and Structures, 47(7), 1221–1238.CrossRef
Sinnreich, J., & Simpson, R. C. (2013). Base Grouting Case Studies Including Full Scale Comparative Load Testing. Seventh International Conference on Case Histories in Geotechnical Engineering. No. 2.16, 1–8.
Skempton, A. W. (1986). Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation. Geotechnique, 36(3), 425–447.CrossRef
Standards Australia. (1998a). Methods of testing soils for engineering purposes—Method 6.2.2: Soil strength and consolidation tests—Direct shear test using a shear box (AS 1289.6.2.2) (pp. 1–25).
Standards Australia. (1998b). Methods of testing soils for engineering purposes—Method 6.6.1: Soil strength and consolidation tests—Determination of the one-dimensional consolidation properties of a SOI (AS 1289.6.6.1) (pp. 1–12).
Standards Australia. (2009). Piling—Design and installation (AS 2159) (pp. 1–97).
Standards Australia. (2016a). Methods of testing soils for engineering purposes—Method 6.4.1: Determination of compressive strength of a soil—Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure (AS 1289.6.4.1) (pp. 1–9).
Standards Australia. (2016b). Methods of testing soils for engineering purposes—Method 6.4.2: Determination of compressive strength of a soil—Compressive strength of a saturated specimen tested in undrained triaxial compression with measurement of pore water pressure (AS 1289.6.4.2) (pp. 1–17).
Taesiri, Y., & Chantaranimi, P. (2001). Slope stabilizations of highway embankments adjacent to irrigation/drainage canal. In Proceedings of Soft Ground Improvement and Geosynthetics Applications (pp. 211–227). Thailand.
Taylor, D. W. (1948). Fundamentals of soil mechanics. New York, NY: John Wiley & Sons.CrossRef
Terzaghi, K. (1944). Theoretical soil mechanics. New York: Chapman and Hali, Limited John Wiley and Sons.
Tomlinson, M. J. (1980). Foundation design and construction (5th ed.). Harlow, England: Longman Scientific & Technical.
Tomlinson, M. J. (2001). Foundation design and construction. Pitman Publishing Limited, 1963, 1–583.
Tomlinson, M. J., & Boorman, R. (2001). Foundation design and construction (7th ed.). New York; Harlow, England: Prentice Hall.
Uddin, K., Balasubramaniam, A., & Bergado, D. (1997). Engineering behavior of cement-treated Bangkok soft clay. Geotechnical Engineering, 28, 89–119.
Vesic, A. S. (1977). Design of pile foundations. NCHRP synthesis of highway practice (42).
Voottipruex, P., Suksawat, T., Bergado, D. T., & Jamsawang, P. (2011). Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads. Computers and Geotechnics, 38(3), 318–329.CrossRef
Wang, S. T., & Reese, L. C. (1993). Laterally loaded pile analysis program for the microcomputer (No. FHWA-SA-91–048). US Department of Transportation.
Werasak, R., & Meng, J. (2013). Field testing of stiffened deep cement mixing piles under lateral cyclic loading. Earthquake Engineering and Engineering Vibration, 12(2), 261–265.CrossRef
Wilkins, E., & Castelli, R. J. (2004). Osterberg load cell test results on base grouted bored piles in Bangladesh. In GeoSupport 2004: Drilled Shaft, Microiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems (pp. 587–602).
Wonglert, A., & Jongpradist, P. (2015). Impact of reinforced core on performance and failure behavior of stiffened deep cement mixing piles. Computers and Geotechnics, 69, 93–104.CrossRef
Xu, G. (2009). Effects of frozen soils on site response and lateral behavior of concrete-filled steel pipe pile (dissertation). ProQuest Dissertations Publishing.
Yang, H., & Xiao, D. (2011). Back analysis of static pile load test for SPT-based pile design: A Singapore experience. In Advances in Pile Foundations, Geosynthetics, Geoinvestigations, and Foundation Failure Analysis and Repairs (pp. 144–152).
Yang, J., Wang, F., Lu, S., & Wang, C. (2014). Application of compactness detection to complicated concrete-filled steel tube by ultrasonic method. Transactions of Tianjin University, 20(2), 126–132.CrossRef
Yang, P., Hu, H.-S., & Xu, J.-F. (2012). Settlement characteristics of pile composite foundation under staged loading. Procedia Environmental Sciences, 12, 1055–1062.CrossRef
Yttrup, P., & Abramsson, G. (2003). Ultimate strength of steel screw piles in sand. Australian Geomechanics: Journal and News of the Australian Geomechanics Society, 38(1), 17.
Yu, F., & Yang, J. (2012). Base capacity of open-ended steel pipe piles in sand. Journal of Geotechnical and Geoenvironmental Engineering, 138(9), 1116–1128.CrossRef
Zhang, H., Chen, S., Zhao, Y. B., & Li, M. W. (2011). The application of GFRP in shield tunnel construction. Railway Standard Design, 3(24), 73–76.
Zhang, H. W., Smith, S. T., & Kim, S. J. (2012). Optimisation of carbon and glass FRP anchor design. Construction and Building Materials, 32, 1–12.CrossRef
Zhou, J., Oh, E., Zhang, X., Jiang, H., Bolton, M., & Wang, P. (2017a). Compressive and Uplift Static Load Tests of Shaft and Base Grouted Concrete Bored Piles. 27th International Ocean and Polar Engineering Conference (pp. 685–692).
Zhou, J. L., Zhang, X., Jiang, H. S., Bolton, M., & Oh, E. (2016). A review of geotechnical application of fibre reinforced polymer materials. In 8th International Conference on Fibre-Reinforced Polymer Composite in Civil Engineering (pp. 856–862).
Zhou, D., Lam, K. H., Chen, Y., Zhang, Q., Chiu, Y. C., Luo, H., & Chan, H. L. W. (2012). Lead-free piezoelectric single crystal based 1–3 composites for ultrasonic transducer applications. Sensors and Actuators a: Physical, 182, 95–100.CrossRef
Metadata
Title
General Principles and Practices
Authors
Jialin Zhou
Erwin Oh
Copyright Year
2021
Publisher
Springer Singapore
Book
Full-Scale Field Tests of Different Types of Piles

Print ISBN: 978-981-336-182-9

Electronic ISBN: 978-981-336-183-6

Copyright Year: 2021

DOI
https://doi.org/10.1007/978-981-33-6183-6_2