1. Matlock, H. (1970). Correlations for design of laterally loaded piles in soft clay. Offshore technology in civil engineering's hall of fame papers from the early years, p. 77-94. [
DOI:10.4043/1204-MS]
2. Tandjiria, V., Teh, C. I., & Low, B. K. (2000). Reliability analysis of laterally loaded piles using response surface methods. Structural safety, Vol. 22, No.4, p. 335-355. [
DOI:10.1016/S0167-4730(00)00019-9]
3. Meyer, B. J., & Reese, L. C. (1979). Analysis of single piles under lateral loading (No. FHWA-TX-79-38+ 244-1 Intrm Rpt.). TX: Center for Highway Research, University of Texas at Austin.
4. Zhang, L. M. (2003). Behavior of laterally loaded large-section barrettes. Journal of geotechnical and geoenvironmental engineering, Vol. 129, No.7, p. 639-648. [
DOI:10.1061/(ASCE)1090-0241(2003)129:7(639)]
5. Dunnavant, T. W., & O'Neill, M. W. (1989). Experimental p‐y model for submerged, stiff clay. Journal of Geotechnical Engineering, Vol. 115, No.1, p. 95-114. [
DOI:10.1061/(ASCE)0733-9410(1989)115:1(95)]
6. Davisson, M. T. (1970). Lateral load capacity of piles. Highway Research Record, (333).
7. Gabr, M. A., Lunne, T., & Powell, J. J. (1994). P-y analysis of laterally loaded piles in clay using DMT. Journal of geotechnical engineering, Vol. 120, No. 5, p. 816-837. [
DOI:10.1061/(ASCE)0733-9410(1994)120:5(816)]
8. Kim, Y., & Jeong, S. (2011). Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction. Computers and geotechnics, Vol. 38, No. 2, p. 248-257. [
DOI:10.1016/j.compgeo.2010.12.001]
9. Xu, L. Y., Cai, F., Wang, G. X., & Ugai, K. (2013). Nonlinear analysis of laterally loaded single piles in sand using modified strain wedge model. Computers and Geotechnics, Vol. 51, p. 60-71. [
DOI:10.1016/j.compgeo.2013.01.003]
10. Hazzar, L., Hussien, M. N., & Karray, M. (2017). Influence of vertical loads on lateral response of pile foundations in sands and clays. Journal of rock mechanics and geotechnical engineering, Vol. 9, No. 2, p. 291-304. [
DOI:10.1016/j.jrmge.2016.09.002]
11. Chandrupatla, T. R., Belegundu, A. D., Ramesh, T., & Ray, C. (2002). Introduction to finite elements in engineering (Vol. 10). Upper Saddle River, NJ: Prentice Hall.
12. Chen, W. F. (1970). Further studies of an inelastic beam-column problem (No. FEL-331.6). LEHIGH UNIV BETHLEHEM PA FRITZ ENGINEERING LAB.
13. Duan, L., Loh, J. T., & Chen, W. F. (1993). Moment-curvature relationships for dented tubular sections. Journal of Structural Engineering, Vol. 119, No. 3, p. 809-830. [
DOI:10.1061/(ASCE)0733-9445(1993)119:3(809)]
14. Low, B. K., & Tang, W. H. (1997). Efficient reliability evaluation using spreadsheet. Journal of engineering mechanics, Vol. 123, No. 7, p. 749-752. [
DOI:10.1061/(ASCE)0733-9399(1997)123:7(749)]
15. Low, B. K., & Tang, W. H. (2007). Efficient spreadsheet algorithm for first-order reliability method. Journal of engineering mechanics, Vol. 133, No. 12, p. 1378-1387. [
DOI:10.1061/(ASCE)0733-9399(2007)133:12(1378)]
16. Melchers, R. E. (1984). Efficient Monte-Carlo probability integration (No. Monograph).
17. Baecher, G. B., & Christian, J. T. (2005). Reliability and statistics in geotechnical engineering. John Wiley & Sons.
18. Phoon, K. K., & Kulhawy, F. H. (1999). Characterization of geotechnical variability. Canadian geotechnical journal, Vol. 36, No. 4, p. 612-624. [
DOI:10.1139/t99-038]
19. Phoon, K. K., & Kulhawy, F. H. (1999). Evaluation of geotechnical property variability. Canadian Geotechnical Journal, Vol. 36, No.4, p. 625-639. [
DOI:10.1139/t99-039]
20. Baecher, G. B., & Christian, J. T. (2005). Reliability and statistics in geotechnical engineering. John Wiley & Sons.
21. Lacasse, S., & Nadim, F. (1996). Uncertainties in Characterizing Soil Properties (Plenary), Uncertainty in the Geologic Environment, From Theory to Practice. In Proceeding of Uncertainty Vol. 9, p.1-10..