Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2016-10 (Vol.28 No.5)
  4. 10.4334/JKCI.2016.28.5.509
Export citation EndNote
XML PDF INFO REF
1 
1.Lee, P., Park, C., and Jung, E. “R&D in Modular Bridges”, Magazine of the Korea Concrete Institute, Vol.25, Issue.2, 2013, pp.16.Google Search
2 
2.Lee, J., Lee, S., Song, J. and Park, K. “Static Load Tests on Flexural Strength and Crack Serviceability of a Longitudinal Joint for the Slab-Type Precast Modular Bridges”, Journal of the Korea Concrete Institute, Vol.27, Issue.2, 2015, pp. 137-145DOI
3 
3.Joo, B., Song, J., and Lee, S. “Flexural & Fatigue Evaluation of Link Slab for Continuous Girder-Type Precast Modular Bridges”, Journal of the Korea Concrete Institute, Vol.25, Issue.5, 2013, pp. 517-528DOI
4 
4.Ministry of Land, Transport and Maritime Affairs, Korean Highway Bridge Design Code(Limit State Design), Korea Road and Transportation Association, 2012.Google Search
5 
5.AASHTO LRFD, AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS Customary U.S. Units, AASHTO, 2012.Google Search
6 
6.Ministry of Land, Transport and Maritime Affairs, User Manual for Road Pavement Structure Design Program, Republic of Korea, 2011.Google Search
7 
7.Park, S., Kim, W., Song, J., and Lee, S., “Joint Performance Evaluation and development of Modular Road System”, Journal of Korean Society of Hazard Mitigation, Vol.13, No.6, 2013, pp.131-137.DOI
8 
8.ANSYS Inc., ANSYS APDL theory guide, Release 14.5 ANSYS Inc. 2010.Google Search
9 
9.Lee, J., and F. L. Fenves, “Plastic-Damage Model for Cyclic Loading of Concrete Structures”, Journal of Engineering Mechanics, Vol. 124, no.8, 1998, pp.892-900.DOI
10 
10.International Federation for Structural Concrete, CEB-FIP MODEL CODE 2010, Lausanne Switzerland, 2010.Google Search
11 
11.David, K. M., McCullough, B. F., Burns, N. H., and Schindler, Anton K., “Feasibility of precast prestressed concrete panels for expediting PCC pavement construction”, Report No. FHWA/TX-01/1517-1, Center for Transportation Research, The University of Texas at Austin, 2000.Google Search
12 
12.David, K. M., McCullough, B. F., and Burns, N. H. “Construction and Preliminary Monitoring of the Georgetown”, Texas Precast Prestressed Concrete Pavement. Report No. 1517-01-IMP, Center for Transportation Research, The University of Texas at Austin, 2002.Google Search
13 
13.David, K. M., McCullough, B. F., and Burns, N. H. “Construction of the California Precast Concrete Pavement Demonstration Project”, Report No. FHWA-IF-06-010, The Transtec Group Inc., 2004.Google Search
14 
14.Drago, J. “Innovation Fast-Setting Concrete”, Caltrans Journal, Vol.2, No.4, 2002, pp.46-49.Google Search
15 
15.Kohler, E., du Plessis, L., Smith, P. J., and Pyle, T. “Precast Concrete Pavements and Results of Accelerated Traffic Load Test”, International Conference on Optimizing Paving Concrete Mixtures and Accelerated Concrete Pavement Construction and Rehabilitation, Atlanta, GA, USA, 2007, pp.263-282.Google Search
16 
16.Houben, “APT Testing and 3D Finite Element Analysis of ‘Modieslab’ Modular Pavement Structures”, Delft University of Technology, Faculty of Civil Engineering and Geosciences Road and Railway Engineering, 2004.Google Search
17 
17.ABAQUS, ABAQUS Documentation, Dassault Systemes, Providence, RI, U.S.A, 2013.Google Search
18 
18.Ministry of Land, Transport and Maritime Affairs, Concrete Structural Design Code, 2012.Google Search