참고문헌 (43)

1. Abaqus 2012 Abaqus analysis user’s manual: Abaqus 6.12-2 Abaqus (2012) Abaqus analysis user’s manual: Abaqus 6.12-2. SIMULIA, Providence, RI 

2. Agarwal KB, Rana MK (1987) Effect of ground water on settlement of footings in sand. In: Vol. 2 of Proc., 9th European Conf. On Soil Mechanics and Foundation Eng, Dublin, pp 751-754 

3. Al-Khazaali M, Vanapalli SK (2017) Experimental model to investigate the axial force-displacement behavior of a pipeline in unsaturated sandy soil. In: Proc., 70th Canadian Geotechnical Conf. Canadian Geotechnical Society, Richmond, BC, Canada 

4. J Geotech Geoenviron Eng M Al-Khazaali 145 12 04019112 2019 10.1061/(ASCE)GT.1943-5606.0002176 Al-Khazaali M, Vanapalli SK (2019) Experimental investigation of single model pile and pile group behavior in saturated and unsaturated sand. J Geotech Geoenviron Eng 145(12):04019112. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002176 

   상세보기

5. ARSS Bazaraa 1967 Use of the standard penetration test for estimating settlements of shallow foundations on sand Bazaraa ARSS (1967) Use of the standard penetration test for estimating settlements of shallow foundations on sand. Dissertation, University of Illinois at Urbana-Champaign 

6. Arab J Sci Eng M Bob 41 4 1461 2015 10.1007/s13369-015-1976-3 Bob M, Rahman N, Elamin A, Taher S (2015) Rising groundwater levels problem in urban areas: a case study from the central area of Madinah City, Saudi Arabia. Arab J Sci Eng 41(4):1461-1472. https://doi.org/10.1007/s13369-015-1976-3 

   상세보기

7. J Geotech Geoenviron Eng A Borghei 146 10 04020110 2020 10.1061/(ASCE)GT.1943-5606.0002359 Borghei A, Ghayoomi M, Turner M (2020) Effects of groundwater level on seismic response of soil-foundation systems. J Geotech Geoenviron Eng 146(10):04020110. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002359 

   상세보기

8. CEN (2004) Eurocode 7 Geotechnical design. Part 1: General rules. Final Draft, EN 1997-1:2004 (E), (F)and (G), November 2004. Brussels: European Committee for Standardization 

9. Indian Geotech J X Cheng 51 1 115 2021 10.1007/s40098-021-00500-3 Cheng X, Tan M, Vanapalli S (2021) Simple approaches for the Design of Shallow and Deep Foundations for unsaturated soils II: numerical techniques. Indian Geotech J 51(1):115-126. https://doi.org/10.1007/s40098-021-00500-3 

   상세보기

10. Comput Geotech X Cheng 140 104480 2021 10.1016/j.compgeo.2021.104480 Cheng X, Vanapalli SK (2021) Prediction of the nonlinear behavior of laterally loaded piles in unsaturated soils. Comput Geotech 140:104480. https://doi.org/10.1016/j.compgeo.2021.104480 

    상세보기

11. Int J Geomech X Cheng 23 7 04023104 2023 10.1061/IJGNAI.GMENG-7965 Cheng X, Vanapalli SK (2023) Prediction of the end-bearing capacity of axially loaded piles in saturated and unsaturated soils based on the stress characteristics method. Int J Geomech 23(7):04023104 

    상세보기

12. DW Cox 263 1994 Groundwater problems in urban areas: Proc. the international conference organized by the Institution of Civil Engineers and held in 10.1680/gpiua.19744.0019 Cox DW (1994) The effects of changing groundwater levels on construction in the City of London. In: Groundwater problems in urban areas: Proc. the international conference organized by the Institution of Civil Engineers and held in. Thomas Telford, London, PA, pp 263-277 

    

13. J Geotech Eng Div HM Coyle 107 7 965 1981 10.1061/AJGEB6.0001172 Coyle HM, Castello RR (1981) New design correlations for piles in sand. J Geotech Eng Div 107(7):965-986 

    상세보기

14. Can Geotech J DG Fredlund 51 12 ix 2014 10.1139/cgj-2014-0095 Fredlund DG (2014) The emergence of unsaturated soil mechanics. Can Geotech J 51(12):ix-x. https://doi.org/10.1139/cgj-2014-0095 

    상세보기

15. Int J Phys Model Geotech J Garnier 7 3 01 2007 10.1680/ijpmg.2007.070301 Garnier J, Gaudin C, Springman SM et al (2007) Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. Int J Phys Model Geotech 7(3):01-23. https://doi.org/10.1680/ijpmg.2007.070301 

    상세보기

16. TunnUndergr Space Technol P Gattinoni 62 103 2017 10.1016/j.tust.2016.12.001 Gattinoni P, Scesi L (2017) The groundwater rise in the urban area of Milan (Italy) and its interactions with underground structures and infrastructures. TunnUndergr Space Technol 62:103-114. https://doi.org/10.1016/j.tust.2016.12.001 

    상세보기

17. JB Hansen 15 1966 Bulletin No. 20 of Danish geotechnical institute Hansen JB (1966) Improved settlement calculation for sand. In: Bulletin No. 20 of Danish geotechnical institute. Copenhagen, Denmark, pp 15-19 

18. J Soil Mech Found Eng Div BO Hardin 92 2 27 1966 10.1061/JSFEAQ.0000865 Hardin BO, Black WL (1966) Sand stiffness under various triaxial stresses. J Soil Mech Found Eng Div 92(2):27-42 

    상세보기

19. I Kim 2020 Effects of groundwater level and phase change in soil moisture on load carrying performance of foundation and state soil properties Kim I (2020) Effects of groundwater level and phase change in soil moisture on load carrying performance of foundation and state soil properties. Dissertaion, Yonsei University 

20. J Geotech Geoenviron Eng I Kim 148 11 04022104 2022 10.1061/(ASCE)GT.1943-5606.0002920 Kim I, Kim G, Lee J (2022) Centrifuge investigation of groundwater-induced footing settlement in sand considering rising and falling GWL phases. J Geotech Geoenviron Eng 148(11):04022104. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002920 

    상세보기

21. Can Geotech J LM Lalicata 56 11 1545 2019 10.1139/cgj-2018-0322 Lalicata LM, Desideri A, Casini F, Thorel L (2019) Experimental observation on laterally loaded pile in unsaturated silty soil. Can Geotech J 56(11):1545-1556. https://doi.org/10.1139/cgj-2018-0322 

    상세보기

22. Geosciences LM Lalicata 12 1 1 2022 10.3390/geosciences12010001 Lalicata LM, Rotisciani GM, Desideri A, Casini F (2022) A numerical model to study the response of piles under lateral loading in unsaturated soils. Geosciences 12(1):1. https://doi.org/10.3390/geosciences12010001 

    상세보기

23. L Ma 022089 2019 Vol. 305(2) of IOP conference series: earth and environmental science Ma L, Tian T (2019) The influence of groundwater level rise on bearing capacity of Sand Foundation. In: Vol. 305(2) of IOP conference series: earth and environmental science. IOP publishing, p 022089 

24. Can Geotech J GG Meyerhof 1 1 16 1963 10.1139/t63-003 Meyerhof GG (1963) Some recent research on the bearing capacity of foundations. Can Geotech J 1(1):16-26 

    상세보기

25. J Geotech Eng Div GG Meyerhof 102 3 197 1976 10.1061/AJGEB6.0000243 Meyerhof GG (1976) Bearing capacity and settlement of pile foundations. J Geotech Eng Div 102(3):197-228 

    상세보기

26. Soils Found AB Morgan 50 2 319 2010 10.3208/sandf.50.319 Morgan AB, Sanjay KS, Sivakugan N (2010) An experimental study on the additional settlement of footings resting on granular soils by water table rise. Soils Found 50(2):319-324. https://doi.org/10.3208/sandf.50.319 

    상세보기

27. Geotech Test J D Park 40 3 440 2017 10.1520/GTJ20160078 Park D, Kim I, Kim G, Lee J (2017) Groundwater effect factors for the load-carrying behavior of footings from hydraulic chamber load tests. Geotech Test J 40(3):440-451. https://doi.org/10.1520/GTJ20160078 

    상세보기

28. Geomech Eng D Park 18 6 575 2019 10.12989/gae.2019.18.6.575 Park D, Kim I, Kim G, Lee J (2019) Effect of groundwater fluctuation on load carrying performance of shallow foundation. Geomech Eng 18(6):575-584. https://doi.org/10.12989/gae.2019.18.6.575 

    상세보기

29. J Geotech Geoenviron Eng D Park 141 1 04014082 2015 10.1061/(ASCE)GT.1943-5606.0001183 Park D, Lee J (2015) Comparative analysis of various interaction effects for piled rafts in sands using centrifuge tests. J Geotech Geoenviron Eng 141(1):04014082. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001183 

    상세보기

30. Adv Civ Eng JY Park 2020 1 2020 10.1155/2020/2717356 Park JY, Song YS (2020) Laboratory experiment and numerical analysis on the precursory hydraulic process of rainfall-induced slope failure. Adv Civ Eng 2020:1-12. https://doi.org/10.1155/2020/2717356 

    상세보기

31. Appl Sci H Phoban 11 13 5782 2021 10.3390/app11135782 Phoban H, Seeboonruang U, Lueprasert P (2021) Numerical modeling of single pile behaviors due to groundwater level rising. Appl Sci 11(13):5782. https://doi.org/10.3390/app11135782 

    상세보기

32. M Preene 177 2000 Vol. 143(4) of Proc. Institution of Civil Engineers-Geotechnical Eng 10.1680/eng.2000.-143.4.177 Preene M (2000) Assessment of settlements caused by groundwater control. In: Vol. 143(4) of Proc. Institution of Civil Engineers-Geotechnical Eng, pp 177-190. https://doi.org/10.1680/eng.2000.-143.4.177 

    

33. KSCE J of Civ Eng Y Roh 23 250 2019 10.1007/s12205-019-0239-3 Roh Y, Kim I, Kim G, Lee J (2019) Comparative analysis of axial load capacity for piled-raft foundation with changes in groundwater level. KSCE J of Civ Eng 23:250-4258. https://doi.org/10.1007/s12205-019-0239-3 

    상세보기

34. Acta Geotech K Saowiang 16 4 1265 2021 10.1007/s11440-020-01075-8 Saowiang K, Giao PH (2021) Numerical analysis of subsurface deformation induced by groundwater level changes in the Bangkok aquifer system. Acta Geotech 16(4):1265-1279. https://doi.org/10.1007/s11440-020-01075-8 

    상세보기

35. Int J Geotech Eng MA Shahriar 6 4 515 2012 10.3328/IJGE.2012.06.04.515-524 Shahriar MA, Sivakugan N, Das BM (2012) Settlements of shallow foundations in granular soils due to rise of water table-a critical review. Int J Geotech Eng 6(4):515-524. https://doi.org/10.3328/IJGE.2012.06.04.515-524 

    

36. Int J of Geomech MA Shahriar 15 1 06014015 2015 10.1061/(ASCE)GM.1943-5622.0000391 Shahriar MA, Sivakugan N, Das BM et al (2015) Water table correction factors for settlements of shallow foundations in granular soils. Int J of Geomech 15(1):06014015. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000391 

    상세보기

37. Can Geotech J SA Stanier 53 5 727 2016 10.1139/cgj-2015-0253 Stanier SA, Blaber J, Take WA, White DJ (2016) Improved image-based deformation measurement for geotechnical applications. Can Geotech J 53(5):727-739. https://doi.org/10.1139/cgj-2015-0253 

    상세보기

38. J Geotech Geoenviron Eng MA Stewart 140 4 04013044 2014 10.1061/(ASCEGT.1943-5606.0001061 Stewart MA, McCartney JS (2014) Centrifuge modeling of soil-structure interaction in energy foundations. J Geotech Geoenviron Eng 140(4):04013044. https://doi.org/10.1061/(ASCEGT.1943-5606.0001061 

    상세보기

39. Géotechnique MM Turner 72 11 984 2022 10.1680/jgeot.20.P.221 Turner MM, Ghayoomi M, Ueda K, Uzuoka R (2022) Performance of rocking foundations on unsaturated soil layers with variable groundwater levels. Géotechnique 72(11):984-997. https://doi.org/10.1680/jgeot.20.P.221 

    상세보기

40. Soils Rocks S Vanapalli 44 3 1 2021 10.28927/SR.2021.066521 Vanapalli S, Oh WT (2021) Analytical and numerical methods for prediction of the bearing capacity of shallow foundations in unsaturated soils. Soils Rocks 44(3):1-18. https://doi.org/10.28927/SR.2021.066521 

    상세보기

41. SK Vanapalli 483 2007 Experimental unsaturated soil mechanics 10.1007/3-540-69873-6_48 Vanapalli SK, Mohamed FMO (2007) Bearing capacity of model footings in unsaturated soils. In: Experimental unsaturated soil mechanics. Springer, Berlin Heidelberg, pp 483-493. https://doi.org/10.1007/3-540-69873-6_48 

    

42. M Vargas 841 1961 Vol. 1 of Proc., 5th Int. Conf. On soil mechanics and foundation Eng Vargas M (1961) Foundations of tall buildings on sands in Sao Paulo, Brazil. In: Vol. 1 of Proc., 5th Int. Conf. On soil mechanics and foundation Eng. Dunod, Paris, pp 841-843 

43. Eng Geol Y Yao 294 106350 2021 10.1016/j.enggeo.2021.106350 Yao Y, Zhang M, Deng Y et al (2021) Evaluation of environmental engineering geology issues caused by rising groundwater levels in Xi’an, China. Eng Geol 294:106350. https://doi.org/10.1016/j.enggeo.2021.106350 

    상세보기

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