HOME  /  SEARCH  /  LOG IN  /  SIGN UP  Greeting   History & Vision   Research Area   Equipments   Career Opportunities   Location   Professor   Students(Ph.D. Student)   Students(Master Student)   Alumni   Undergraduate   Graduate   Journal(International)   Journal(National)   Proceeding(International)   Proceeding(National)   Thesis(Ph.D.)   Thesis(Master)   Report/Book   Patent   Undergraduate   Graduate   Links   Notice   SSIL News   Album   Q & A   Event Calendar  Journal(International) Journal(National) Proceeding(International) Proceeding(National) Thesis(Ph.D.) Thesis(Master) Report/Book Patent      Home > Research > Thesis(Ph.D.)     Thesis(Ph.D.) Improved Design Method for Bent Pile Structures considering Column-Pile Interaction Author : Kim, Jaeyoung Publication Date : December, 2013 Keywords : Bent pile structures, virtual fixed point analysis, column-pile-soil interactions, nonlinear behavior, interactive analytical method Deterioration Behavior of Concrete Lining and Surrounding Ground of Tunnel Author : Han, Youngchul Publication Date : December, 2013 Keywords : Trapdoor, Progressive failure, Loosening loads, Ground arch, Plastic zone, Shear band, Deterioration, Concrete lining Integrated Design Methods for Piled Raft Foundations Considering Soil-Structure Interaction Author : Cho, Jaeyeon Publication Date : July 2013 Key Word : Piled raft foundation, 3D FE analysis, load sharing characteristic soil-structure interaction, approximate analytical method, interactive analysis Analysis of Three Dimensional Active Earth Pressure on the Vertical Circular Shaft by Centrifuge Test and Field Measurement Author : Kim, Kyoung Yul Publication Date : July 2013 Key Word : centrifuge model test, full scale in-situ test, arching effect, lateral earth pressure, vertical circular shaft, excavation effect, Rankine's theory, active displacement Improved Lateral Load Transfer (p-y) Curves for Large Diameter Piles based on 3D Wedge Failure Method Author : Kim, Youngho Publication Date : June 2010 Key Word : Field and laboratory load test, lateral load transfer, soil continuity, soil resistance Point bearing load-displacement behavior of rock-socketted drilled shafts in Korea Author : Cho, Hooyeon Publication Date : July 2010 Proposed New Design Method of the Pile Bent Structure considering plastic hinge Author : Ahn, Sangyong Publication Date : July 2010 Key Word : pile bent structure, plastic hinge, nonlinear behavior of material, P-△ effect Estimation of In-situ Dynamic Modulus for Asphalt Pavement Analysis Considering Various Vehicle Speeds Author : Seo, Joowon Publication Date : December 2009 Key Word : Asphalt pavement structure, Falling Weight Deflectometer, Multi layered elastic analysis Shear Behavior of Crushed Rocks Based on Large-Scale Direct Shear Tests Author : Lee, Daesoo Publication Date : July 2008 Key Word : Large scale shear test, crushed rock, shear behaviour, critical state Load Transfer Analysis of Rock-Socketed Drilled Shafts by considering Coupled Soil Resistance Author : Seol, Hoonil Publication Date : December 2007 Key Word : Rock-socketed drilled shaft, load transfer, constant normal stiffness, coupled soil resis Nonlinear Three Dimensional Analysis of Settlement of Piled raft in Clay Soils Author : Lee, Jinhyung Publication Date : June 2007 Key Word : piled raft, soft clay, 3D FE analysis, slip interface model, pile groupraft area ratio, c Time-dependent Behavior of Pile Groups on Soft Clay underlying Approach Embankments Author : Seo, Donghee Publication Date : December 2006 Key Word: centrifuge model test, embankment, finite element analysis,   [1] [2] [3]   페이지 바로가기 : 123 이동: 메뉴 선택Research|--Journal(International)|--Journal(National)|--Proceeding(International)|--Proceeding(National)|--Thesis(Ph.D.)|--Thesis(Master)|--Report/Book|--Patent

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