Experimental Soil - Concrete Plate Interaction Test and Numerical Models

被引：12
作者：
Cajka, Radim [1 ]
Burkovic, Kamil [2 ]
Buchta, Vojtech [1 ]
Fojtik, Roman [1 ]
机构：
[1] VSB Tech Univ Ostrava, Dept Struct, Fac Civil Engn Dept, L Podeste 1875, Ostrava 70833, Czech Republic
[2] ARMING Ltd, Ostrava 70300, Czech Republic
来源：
ADVANCES IN FRACTURE AND DAMAGE MECHANICS XII | 2014年 / 577-578卷
关键词：
Soil - foundation interaction; static load testing equipment; sliding joint; numerical model verification; FEM;
D O I：
10.4028/www.scientific.net/KEM.577-578.33
中图分类号：
TH [机械、仪表工业];
学科分类号：
0802 ;
摘要：
State of stress in foundation structure is structure is significantly influenced by the contact stress course in the subsoil. At the Faculty of Civil Engineering VSB - TU Ostrava testing device was constructed so that the phenomena could be experimentally investigated and compared with numerical models. The objective of this paper is also improving and developing the soil-structure interaction analysis based on the experimental results and finite element method (FEM).
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页码：33 / +
页数：2
相关论文
共 11 条
[1]  
Cajka R., 2005, COST 12 FIN C P 20 2
[2]  
Cajka R., 2011, P 13 INT C CIV STRUC, DOI [10.4203/ccp.96.208, DOI 10.4203/CCP.96.208]
[3]  
Cajka R., 2007, P 11 INT C CIV STRUC, DOI [10.4203/ccp.86.18, DOI 10.4203/CCP.86.18]
[4]  
Cajka R., 2011, T VSB TU OSTRAVA CON, VXI, P1, DOI DOI 10.2478/V10160-011-0002-2
[5]  
Cajka R, 2005, IABSE Conference New Delhi, India 2005, P551
[6]   Bitumen Sliding Joints for Friction Elimination in Footing Bottom [J].
Cajka, Radim ;
Mateckova, Pavlina ;
Janulikova, Martina .
APPLIED MECHANICS AND CIVIL ENGINEERING II, 2012, 188 :247-252
[7]  
Janas P., 2009, P 12 INT C CIV STRUC, DOI [10.4203/ccp.91.72, DOI 10.4203/CCP.91.72]
[8]  
Konecny P, 2009, CIVIL-COMP PROCEED, P542
[9]  
KRALIK J, 1994, GEOMECHANICS 93, P233
[10]   Preconsolidation, structural strength of soil, and its effect on subsoil upper structure interaction [J].
Kuklik, Pavel .
ENGINEERING STRUCTURES, 2011, 33 (04) :1195-1204
12