Use of a sliding joint is an effective method to
decrease the stress in foundation structure where there is a horizontal
deformation of subsoil (areas afflicted with underground mining) or
horizontal deformation of a foundation structure (pre-stressed
foundations, creep, shrinkage, temperature deformation). A
convenient material for a sliding joint is a bitumen asphalt belt.
Experiments for different types of bitumen belts were undertaken at
the Faculty of Civil Engineering - VSB Technical University of
Ostrava in 2008. This year an extension of the 2008 experiments is in
progress and the shear resistance of a slide joint is being tested as a
function of temperature in a temperature controlled room. In this
paper experimental results of temperature dependant shear resistance
are presented. The result of the experiments should be the sliding
joint shear resistance as a function of deformation velocity and
temperature. This relationship is used for numerical analysis of
stress/strain relation between foundation structure and subsoil. Using
a rheological slide joint could lead to a decrease of the reinforcement
amount, and contribute to higher reliability of foundation structure
and thus enable design of more durable and sustainable building
structures.
[1] V. Balcarek, J. Bradac: "Utilization of bitumen insulating stripes as
sliding joints for buildings on undermined area," Civil Engineering
Journal, vol. 2, 1982, in Czech.
[2] R. Cajka, P. Manasek: Application of slide joints for shear stress
elimination of prestressed foundation, in Ninth Pan American Congress
of Applied Mechanics, proceedings of conference, Mérida, Yucat├ín,
Mexico, 2006
[3] R. Cajka, P. Manasek: "Laboratory tests and numerical modeling of
rheological sliding joints," journal Roczniki insynierii budowlanej -
vol. 5, 2005, Katowice, Poland.
[4] O. Luetkens: Bauen im Bergbaugebiet. Berlin, New York, Wien:
Springer-Verlag, 1957
[5] CSN 730039: Design of building structures at undermined areas. Basic
requirements, Czech code, Prague, 1990, in Czech
[1] V. Balcarek, J. Bradac: "Utilization of bitumen insulating stripes as
sliding joints for buildings on undermined area," Civil Engineering
Journal, vol. 2, 1982, in Czech.
[2] R. Cajka, P. Manasek: Application of slide joints for shear stress
elimination of prestressed foundation, in Ninth Pan American Congress
of Applied Mechanics, proceedings of conference, Mérida, Yucat├ín,
Mexico, 2006
[3] R. Cajka, P. Manasek: "Laboratory tests and numerical modeling of
rheological sliding joints," journal Roczniki insynierii budowlanej -
vol. 5, 2005, Katowice, Poland.
[4] O. Luetkens: Bauen im Bergbaugebiet. Berlin, New York, Wien:
Springer-Verlag, 1957
[5] CSN 730039: Design of building structures at undermined areas. Basic
requirements, Czech code, Prague, 1990, in Czech
@article{"International Journal of Architectural, Civil and Construction Sciences:63839", author = "Radim Cajka and Pavlina Mateckova and Martina Janulikova and Marie Stara", title = "Sliding Joints and Soil-Structure Interaction", abstract = "Use of a sliding joint is an effective method to
decrease the stress in foundation structure where there is a horizontal
deformation of subsoil (areas afflicted with underground mining) or
horizontal deformation of a foundation structure (pre-stressed
foundations, creep, shrinkage, temperature deformation). A
convenient material for a sliding joint is a bitumen asphalt belt.
Experiments for different types of bitumen belts were undertaken at
the Faculty of Civil Engineering - VSB Technical University of
Ostrava in 2008. This year an extension of the 2008 experiments is in
progress and the shear resistance of a slide joint is being tested as a
function of temperature in a temperature controlled room. In this
paper experimental results of temperature dependant shear resistance
are presented. The result of the experiments should be the sliding
joint shear resistance as a function of deformation velocity and
temperature. This relationship is used for numerical analysis of
stress/strain relation between foundation structure and subsoil. Using
a rheological slide joint could lead to a decrease of the reinforcement
amount, and contribute to higher reliability of foundation structure
and thus enable design of more durable and sustainable building
structures.", keywords = "Pre-stressed foundations, sliding joint, soil-structure
interaction, subsoil horizontal deformation.", volume = "5", number = "10", pages = "508-4", }