최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Structural engineering and mechanics : An international journal, v.63 no.3, 2017년, pp.417 - 428
Hwang, Tae-Hyun (Department of Civil Engineering, Konkuk University) , Kim, Kang-Hyun (Department of Civil Engineering, Konkuk University) , Shin, Jong-Ho (Department of Civil Engineering, Konkuk University)
The micropile has been mainly used under the concept of supplementing structural support or reinforcing soft ground. For the micropiled-raft system which uses a micropile and a raft in combination in particular, it is generally considered as ground reinforcement rather than foundation components con...
Alnuaim, A.M., El Nagger, H. and El Naggar, M.L. (2015), "Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling", Can. Geotech. J., 52(1), 33-45.
Chen, W.F. (1975), Limit Analysis and Soil Plasticity: Developments in Geotechnical Engineering 7, Elsevier, New York, USA.
Chen, W.F. and Liu, X.L. (1990), Limit Analysis in Soil Mechanics, ELSEVIER, Amsterdam, Netherlands.
Chen, Y.H., Chen, L., Xu, K., Liu, L. and Ng, C. (2013), "Study on critical buckling load calculation method of piles considering passive and active earth pressure", Struct. Eng. Mech., 48(3), 367-382.
Colmenares, J.E., Kang, S.R., Shin, Y.J. and Shin, J.H. (2014), "Ultimate bearing capacity of conical shell foundations", Struct. Eng. Mech., 52(3), 507-523.
Das, B.M. (2011), Principles of Foundation Engineering, CENGAGE Learing, USA.
FHWA (2005), Micropile Design and Construction, United States Department of Transportation, No. FHWA NHI-05-039, December, USA, 3-11-3-22.
Francis, J. (1964), "Analysis of pile group with flexible resistance", J. Soil Mech. Found., ASCE, 90(3), 3887-3891.
Habbibagahi, K. and Ghaharmani, A. (1979), "Zero extention theory of earth pressure", J. Geotech. Geoenviron. Eng., ASCE, 105(7), 881-896.
Han, J. and Ye, S.L. (2006), "A field study on the behavior of a foundation underpinned by micropiles", Can. Geotech. J., 43(1), 30-42.
Harr, M.E. (1966), Foundations of Theoretical Soil Mechanics, McGRAW-Hill, New-York, USA.
Hoalley, P.J., Francis, A.J. and Stevens, L.K. (1969), "Load testing of slender steel pile in soft clay", Proceeding of 7th International Conference Soil Mechanics and Foundation Engineering, Mexico city, Mexico, August.
Holman, T.P. (2009), "Behavior and mechanics of micropiles in rock", Proceeding of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexadria, Egypt, October.
Hwang, T.H., Kim, K.H. and Shin, J.H. (2017), "Effective installation of micropiles to enhance bearing capacity of micropiled raft", J. Soil. Found., 57, 36-49.
Iai, S. (1989), "Similitude for shaking table tests on soil-structurefluid model in 1g gravitational field", J. Soil. Found., 29(1), 105-111.
Iai, S., Tobita, T. and Nakahara, T. (2005), "Generalised scaling relations for dynamic centrifuge tests", Geotechniq., 55(5), 355-362.
Kyung, D. and Lee, J. (2017), "Uplift load-carrying capacity of single and group micropiles installed with inclined conditions", J. Geotech. Geoenviron. Eng., ASCE, 143(8), 04017031.
Lamb, T.W. and Whitman, R.V. (1979), Soil. Mechanics: SI Version, JOHN WILEY & SONS, New York, USA.
Meyerhof, G.G. (1995), "Behavior of pile foundations under special loading conditions", Can. Geotech. J., 32(2), 204-222.
Meyerhof, G.G. and Yalcin, A.S. (1993), "Behavior of flexible battered piles under inclined load in layered soil", Can. Geotech. J., 30(2), 247-256.
Pinyol, N.M. and Alonso, E.E. (2012), "Design of micropile for tunnel face reinforcement: undrained upper bound solution", J. Geotech. Geoenviron. Eng., ASCE, 138(1), 89-98
Polous, H.G. (2001), "Piled raft foundation: design and application", Geotechnique, 51(2), 95-113.
Poulos, H.G. and Davis, E.H. (1980), Pile Foundation Analysis and Design, John Wiley & Sons, INC., New York.
Randolph, M.F. (1994), "Design method for pile groups and piled raft", Proceeding of the 13th International Conference Soil Mechanics and Foundation Engineering, New Delhi, India, January.
Reul, O. and Randolph, M.F. (2003), "Piled raft in overconsoildated clay: comparison of in suit measurements and numerical analyses", Geotechniq., 53(3), 301-315.
Saha, R., Dutta, S. and Haldar, S. (2015), "Effect of raft and pile stiffness on seismic response of soil-piled raft-structure system", Struct. Eng. Mech., 55(1), 161-189.
Salisbury, N.G. and Davidow, S.A. (2014), "Current design and construction practices for micropile supported foundations of electrical transmission structures in North America", 12th Int. Workshop on Micropiles, International Society for Micropile, Eighty Four, PA.
Sanctis, L.D. and Mandolini, A. (2006), "Bearing capacity of piled rafts on soft clay soils", J. Geotech. Geoenviron. Eng., ASCE, 132(12), 1600-1610.
Scott, R.F. (1963), Principal of Soil Mechanics, Addison-Wesley Publishing Co., INC., Massachusetts, USA.
Shu, S. and Muhunthan, B. (2010), "Influence of sand state on network effect of micropile", Proceedings of the 10th International Society for Micropiles Workshop, Washington, USA, September.
Sun, S.W., Zhu, B.Z. and Wang, J.C. (2013), "Design method for stabilization of earth slope with micropile", J. Soil. Found., 53(4), 487-497.
Tschebotarioff, G.P. (1973), Foundation, Retaining and Earth Structures: The Art of Design and Construction and Its Scientific Basis in Soil Mechanics-Second Edition, McGRAWHill KOGAKUSHA LTD., Tokyo, Japan.
Tsukada, Y., Miura, K., Tsubokawa, Y., Otani, Y. and You, G. (2006), "Mechanism of bearing capacity of spread reinforcing with micropile", J. Soil. Found., 46(3), 367-376.
You, G.L., Miura, K. and Ishito, M. (2003), "Behavior of micropile foundation under inclined loads in laboratory tests", Lowland Tech. Int., 5(2), 16-26.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
Free Access. 출판사/학술단체 등이 허락한 무료 공개 사이트를 통해 자유로운 이용이 가능한 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.