An improved multi degree-of-freedom direct shear device has been designed and constructed to test interfaces and joints under pore water pressure. Any two structural (concrete, steel, wood) or geologic (soil, rock) materials may be tested in the device as long as the top specimen is solid. The apparatus is designed to hold a 7.5-inch diameter 3-inch thick upper sample and a 9-inch diameter 3-inch thick lower sample. A normal stress of 400 psi (2.7 MPa) and a shear stress of 550 psi (3.9 MPa) can be developed at the interface. Test loading may be static, quasi-static, or cyclic, and constant or variable stiffness loading is available. A stiff reaction frame was designed to house the device and is described. The electro-hydraulic system is ca...
The behavior of the interface between dry Ottawa sand and concrete has been studied using a new devi...
The shear behavior and dynamic response of a steel–silt interface are significant for the safety and...
In recent years, geological disposal of radioactive wastes is considered to be the most promising op...
An understanding of the mechanical behavior of saturated interfaces between structural and geologic ...
This thesis describes a new macro-scale test device for assessing the large-displacement soil/solid ...
The behavior of the interface between Ottawa sand and steel has been studied using a new device know...
An apparatus capable of direct shear type and simple shear type testing of interfaces between soil a...
International audienceStudies of the interface between soil and an element of structure are actively...
A new type of direct shear apparatus has been developed to allow for deformation of large and intact...
The interfaces between saturated/unsaturated and structure are common to many offshore and on-shore ...
This paper describes a new biaxial rock deformation apparatus within a pressure vessel, consisting o...
A modern laboratory for shear-strength testing has been developed in the last ten years at the Depar...
Politecnico di Torino and G.D.S. Instruments Ltd, UK has developed an innovative servo controlled di...
Experimental work is undertaken at the University of British Columbia (UBC) to study the soil-pipe i...
The understanding of cyclic and post-cyclic behaviours of the soil–geosynthetic interface is essenti...
The behavior of the interface between dry Ottawa sand and concrete has been studied using a new devi...
The shear behavior and dynamic response of a steel–silt interface are significant for the safety and...
In recent years, geological disposal of radioactive wastes is considered to be the most promising op...
An understanding of the mechanical behavior of saturated interfaces between structural and geologic ...
This thesis describes a new macro-scale test device for assessing the large-displacement soil/solid ...
The behavior of the interface between Ottawa sand and steel has been studied using a new device know...
An apparatus capable of direct shear type and simple shear type testing of interfaces between soil a...
International audienceStudies of the interface between soil and an element of structure are actively...
A new type of direct shear apparatus has been developed to allow for deformation of large and intact...
The interfaces between saturated/unsaturated and structure are common to many offshore and on-shore ...
This paper describes a new biaxial rock deformation apparatus within a pressure vessel, consisting o...
A modern laboratory for shear-strength testing has been developed in the last ten years at the Depar...
Politecnico di Torino and G.D.S. Instruments Ltd, UK has developed an innovative servo controlled di...
Experimental work is undertaken at the University of British Columbia (UBC) to study the soil-pipe i...
The understanding of cyclic and post-cyclic behaviours of the soil–geosynthetic interface is essenti...
The behavior of the interface between dry Ottawa sand and concrete has been studied using a new devi...
The shear behavior and dynamic response of a steel–silt interface are significant for the safety and...
In recent years, geological disposal of radioactive wastes is considered to be the most promising op...