1 |
Kwak, C.W., Park, I.J., and Park, J.B. (2016), "Development of Modified Interface Apparatus and Prototype Cyclic Simple Shear Test Considering Chemical and Thermal Effects", Geotechnical Testing Journal, Vol. 39, No. 1, pp. 20-34.
|
2 |
Choi, S.M., Jung, J.Y., Jung, E.H., Kawg, E.G., and Kim, J.M. (2005), "The Study on the Surface Properties of Concrete Tile According to the Autoclave Curing", Proceedings of The Korean Institute of Building Construction, pp.77-80.
|
3 |
Huang, F.Y., Wu, S.W., Luo, X.Y., Chen, B.C., and Lin, Y. (2018), "Pseudo-static Low Cycle Test on the Mechanical behavior of PHC Pipe Piles with Consideration of Soil-pile Interaction", Engineering Structures, Vol.171, No.15, pp.992-1006.
DOI
|
4 |
Kim, S.I., Jung, S.S., and Jung, S.Y. (1994), "A Simplified Method for the Calculation of Skin Friction on Piles in Soft Clay", KSCE Journal of Civil and Environmental Engineering Research, Vol.14, No.1, pp.171-178.
|
5 |
Luo, X., Huang, F., Zhuang, Y., Wu, S., and Qian, H. (2019), "Modified Calculations of Lateral Displacement and Soil Pressure of Pile Considering Pile-Soil Interaction under Cyclic Loads", Journal of Testing and Evaluation, Vol.49, No.4. 10.1520/JTE20190267.
DOI
|
6 |
Park, Y.K., Ko, H.J., Kim, H.W., and Yoon, K.W. (2015), "The Chemical Resistance Evaluation of the PHC Pile using Air-cooled Blast Furnace Slag Aggregate", Proceedings of Korea Concrete Institute, May, pp.537-538.
|
7 |
Sagong, M. and Paik K. H. (2004), "Side Resistance of Rock Socketed Drilled Shafts Considering in Situ Rock Mass Condition", Proceedings of The Korean Society For Railway, pp.41-47.
|
8 |
Tomlinson, M.J. (1994), "Pile Design and Construction Practice 4th Edition", E & FN Spon., pp.133-134.
|
9 |
Araei, A.A., Razeghi, H.R., Tabatabaei, S.H., and Ghalandarzadeh, A. (2009), "Evaluation of Frequency Content on Properties of Gravelly Soils", Research Project, No. 1-1775-2008, BHRC, Iran.
|
10 |
Kwak, C.W., Park, J.B., Jang, D.I., and Park, I.J. (2017), "Dynamic Shear Degradation of Geosynthetic-Soil Interface in Waste Landfill Sites", Applied Science, Vol.7, No.1225, doi:10.3390/app7121225.
DOI
|
11 |
ASTM D3999. (1996), "Standard Test Methods for the Determination of the Modulus and Damping Properties of Soils Using the Cyclic Triaxial Apparatus", ASTM International, West Conshohocken, PA., Unite States.
|
12 |
Choi, Y.K., Lee, W.J., Lee, C.U., and Kwon, O.K. (2019), "Study(I) on Development of Charts and Formulae Predicting Allowable Axial Bearing Capacity for Prebored PHC Pile Socketed into Weathered Rock through Sandy Soil Layer - An Analysis of Sharing Ratio of Skin Friction to Total Bearing Capacity (SRF) by Analyzing Pile Load Test Data -", Journal of the Korean Geotechnical Society, Vol.35, No.8, pp.17-30.
DOI
|
13 |
Kwak, C.W., Park, I.J., and Park, J.B. (2013), "Evaluation of Disturbance Function for Geosynthetic-soil Interface Considering Chemical Reactions based on Cyclic Direct Shear Tests", Soils and Foundations, Vol.53, No.5, pp.720-734.
DOI
|
14 |
Jeong, S.S. and Lee, C.J. (2003), "Slip Effect at the Pile-soil Interface on Dragload", Journal of the Korean Geotechnical Society, Vol.19, No.3, pp.65-74.
|
15 |
Kim, B.I., Lee, S.H., Kim, Y.U., Jo, S.M., Yoon, C.Y., and Jo, Y.J. (2013), "Foundation Engineering", MoonUnDang, ISBN 978-89-7393-985-5, pp.167.
|
16 |
Kwak, C.W. (2014), "Cyclic Shear Behaviors of Geosynthetic-Soil Interface Considering Chemical Effects", Ph.D. Dissertation, Department of Civil and Environmental Engineering, Seoul National University, Seoul, Korea.
|
17 |
Lee, Y.H. and Kim, M.H. (2008), "Load Transfer Characteristics and Ultimate Bearing Capacity of PHC Pile in Deep Soft Clay Layer", Journal of the Korean Geo-Environmental Society, Vol.9, No.1, pp.41-46.
|
18 |
Pestana, J.M., Biscontin, G., Nadim, F., and Andersen, K. (2000), "Modeling Cyclic behavior of Lightly Overconsolidated Clays in Simple Shear", Soil Dynamics and Earthquake Engineering, Vol.19, pp.501-519.
DOI
|
19 |
Park, I.J. and Desai, C.S. (2000), "Cyclic Behavior and Liquefaction of Sand Using Disturbed State Concept", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.126, No.9, pp. 834-846.
DOI
|
20 |
Park, T.K., Lee, J.C., and Lee, C.S. (2008), "Problems and Improvement Measure of PHC Pile Construction", Proceedings of Korea Institute of Construction Engineering and Management, Nov., No.07, pp.344-348.
|
21 |
Rojas, E., Valle, C., and Romo, M.P. (1999), "Soil-Pile Interface Model for Axially Loaded Single Piles", Soils and Foundations, Vol.39, No.4, pp.35-45.
DOI
|
22 |
You, S.K., Shin, H., Lee, K.W., Park, J.J., Choi, C.L., and Hong, G. (2019), "A Study on Strength Reduction Factor of Pile-soil Interface for Evaluation of Pile Pullout Resistance by Soil Condition", Journal of the Korean Geosynthetics Society, Vol.18, No.2, pp. 45-54.
DOI
|
23 |
Shibuya, S. Mitachi, T., Fukuda, F., and Degoshi, T. (1995), "Strain-rate Effects on Shear Modulus and Damping of Normally Consolidated Clay", Geotechnical Testing Journal, Vol.18, No.3, pp.365-375.
DOI
|
24 |
Shin, K.S. and Lim, B.H. (2018), "Engineering Properties of PHC Pile Considering Replacement Ratio of Ground Granulated Blast-Furnace Slag and Curing Conditions," Journal of Korea Institute of Building Construction, Vol.18, No.5, pp.439-446.
DOI
|
25 |
Yoo, J.W., Kim, T.H., Kim, S.K., and Han, C.H. (2002), "A Study on the Improvement Method of Construction Management for PHC Pile in an Apartment House", Proceedings of Korea Institute of Construction Engineering and Management, pp.244-247.
|
26 |
Desai, C.S. (1974), "A Consistent Finite Element Technique for Work-softening Behavior", Proceedings of International Conference on Computer Mechanics In Nonlinear Mechanics, University of Texas Press, Austin, Texas
|
27 |
Tran, N.X., Bong, T., Yoo, B.S., and Kim, S.R. (2021), "Evaluation of the Soil-pile Interface Properties in the Lateral Direction for Seismic Analysis in Sand", Soil Dynamics and Earthquake Engineering, Vol.140, 106473.
DOI
|