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Journal of geotechnical and geoenvironmental engineering, v.144 no.1, 2018년, pp.04017105 -
Kyung, Doohyun (Senior Research Fellow, Research Institute of Korea Electric Power Corporation, 105 Munji-ro, Yuseong-gu, Daejeon 34056, Republic of Korea.) , Lee, Junhwan (Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 120-749, Korea (corresponding author).)
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In this study, the lateral load-carrying capacity of micropiles was investigated focusing on the effect of micropile inclination. A series of model load tests was conducted for both single (SMP) and group (GMP) micropiles with various configuration conditions of inclination angle, load direction, an...
Alnuaim, A.M., El Naggar, M.H., El Naggar, H.. Numerical investigation of the performance of micropiled rafts in sand. Computers and geotechnics, vol.77, 91-105.
Alnuaim, A.M., El Naggar, H., El Naggar, M.H.. Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.52, no.1, 33-45.
Awoshika K. and Reese L. C. (1971). “Analysis of foundations with widely spaced batter piles.” Proc. Int. Symp. on the Engineering Properties of Sea-Floor Soils and Their Geophysical Identification UNESCO Paris 200-211.
Brown, Dan A., Morrison, Clark, Reese, Lymon C.. Lateral Load Behavior of Pile Group in Sand. Journal of geotechnical engineering, vol.114, no.11, 1261-1276.
Foundation upgrading and repair for infrastructure improvement Bruce D. A. 1 1995
Abd Elaziz, Ahmed Yehia, El Naggar, M. Hesham. Performance of Hollow Bar Micropiles under Monotonic and Cyclic Lateral Loads. Journal of geotechnical and geoenvironmental engineering, vol.141, no.5, 04015010-.
Fayyazi, M. Sajjad, Taiebat, Mahdi, Finn, W.D. Liam. Group reduction factors for analysis of laterally loaded pile groups. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.51, no.7, 758-769.
Fukui J. (2006). “Performance of seismic retrofits with high capacity micropiles.” Proc. 7th Int. Workshop on Micropile Lizzi Lecture 2006 International Society for Micropiles Eighty Four PA 1-14.
Isam, S., Hassan, A., Mhamed, S.. 3D elastoplastic analysis of the seismic performance of inclined micropiles. Computers and geotechnics, vol.39, 1-7.
Ischebeck E. F. and Ischebeck B. (2014). “Micropile foundations for vertical and horizontal loads-design examples and load test results.” Proc. 12th Int. Workshop on Micropiles International Society for Micropiles Eighty Four PA 1-20.
FOREVER: Synthesis of the Results and Recommendations of the French National Project on Micropiles-English Translation Juran I. 2008
Kim J. B. (1984). “Pile caps subjected to lateral loads.” Proc. Analysis and Design of Pile Foundations ASCE National Convention ASCE New York 249-262.
McVay, Michael, Casper, Robert, Shang, Te-I. Lateral Response of Three-Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing. Journal of geotechnical engineering, vol.121, no.5, 436-441.
Meyerhof, G. G., Ranjan, Gopal. The Bearing Capacity of Rigid Piles Under Inclined Loads in Sand. II: Batter Piles. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.10, no.1, 71-85.
Mokwa R. L. (1999). “Investigation of the resistance of pile caps to lateral loading.” Ph.D. thesis Virginia Polytechnic Institute and State Univ. Blacksburg VA.
Paduana J. A. and Yee W. S. (1974). “Lateral load tests on piles in bridge embankment.” 53rd Annual Meeting of the Highway Research Board Transportation Research Board Washington DC.
PLAXIS 2015-PLAXIS 3D user manual PLAXIS 2015
PLAXIS 3D [Computer software]. Plaxis Delft Netherlands.
Rao S. N. and Veeresh C. (1994). “Influence of pile inclination on the lateral capacity of batter piles in clay.” Proc. 4th Int. Offshore and Polar Engineering Conf. International Society of Offshore and Polar Engineers Golden CO 498-503.
10.1061/40713(2004)7 Richards T. Jr. and Rothbauer M. (2004). “Lateral loads on pin piles (micropiles).” Proc. GeoSupport Conf.: Innovation and Cooperation in the Geo-Industry ASCE Reston VA 158-174.
Salisbury N. G. and Davidow S. A. (2014). “Current design and construction practices for micropile supported foundations of electrical transmission structures in North America.” Proc. 12th Int. Workshop on Micropiles International Society for Micropiles Eighty Four PA 1-7.
10.1061/9780784413272.412 Sharma B. Zaheer S. and Hussain Z. (2014). “An experimental model for studying the performance of vertical and batter micropiles.” Proc. Geo-Congress 2014: Geo-Characterization and Modeling for Sustainability ASCE Reston VA 4252-4264.
Tsukada, Yukihiro, Miura, Kinya, Tsubokawa, Yukitomo, Otani, Yoshinori, You, Guan-Lin. Mechanism of Bearing Capacity of Spread Footings Reinforced with Micropiles. Soils and foundations, vol.46, no.3, 367-376.
Zhang, Limin, McVay, Michael C, Lai, Peter W. Centrifuge modelling of laterally loaded single battered piles in sands. Canadian geotechnical journal. Revue canadienne de gèotechnique, vol.36, no.6, 1074-1084.
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