Old masonries are often affected by capillary water rise from ground, causing material deterioration and indoor discomfort. Moreover, the presence of water in the material pores influences the mechanical performance of the structure, to an extent which depends on the materials characteristics and which is still to be fully elucidated. The present paper is meant to give a contribution towards the quantitative assessment of the effect of moisture presence in masonry construction materials by means of mechanical tests on brick and mortar specimens. In particular, compressive strength and Young’s modulus of the specimens were experimentally measured both in dry and wet conditions. The results show that the effect of moisture is significant and ...
Leakage and bond-strength tests on small brick panels have indicated a weaker bond between a mortar ...
A laboratory work has been initiated within the framework of a 7°FP European project, (SMooHS) aimed...
Capillary suction rate in construction materials is probably the main parameter controlling decay ph...
Old masonries are often affected by capillary water rise from ground, causing material deterioration...
Mechanical behaviour of old masonry may differ from the theoretical one to a great extent, hence it ...
This paper examines the fundamentalmechanical properties of masonry elements incorpo-rating fired-cl...
The moisture content in historical masonry walls, particularly on the ground floor, caused by i.e. l...
Rising damp is one of the main issues affecting masonry buildings. However, its consequences on the ...
This paper examines the influence of moisture and chlorides on the mechanical properties of natural ...
This paper presents an experimental investigation into the structural and material response of ambie...
Environment conditions and moisture presence in masonry structures may affect durability or even mec...
Weathering agents combined with damp rise from the ground frequently affect masonry structures, caus...
In this paper an experimental study conducted on fired-clay brick masonry triplets built with cement...
The paper presents test results concerning ceramic bricks produced in 1880’s. Bricks were obtained f...
Experimental and laboratory research into residual physical and mechanical characteristics of histor...
Leakage and bond-strength tests on small brick panels have indicated a weaker bond between a mortar ...
A laboratory work has been initiated within the framework of a 7°FP European project, (SMooHS) aimed...
Capillary suction rate in construction materials is probably the main parameter controlling decay ph...
Old masonries are often affected by capillary water rise from ground, causing material deterioration...
Mechanical behaviour of old masonry may differ from the theoretical one to a great extent, hence it ...
This paper examines the fundamentalmechanical properties of masonry elements incorpo-rating fired-cl...
The moisture content in historical masonry walls, particularly on the ground floor, caused by i.e. l...
Rising damp is one of the main issues affecting masonry buildings. However, its consequences on the ...
This paper examines the influence of moisture and chlorides on the mechanical properties of natural ...
This paper presents an experimental investigation into the structural and material response of ambie...
Environment conditions and moisture presence in masonry structures may affect durability or even mec...
Weathering agents combined with damp rise from the ground frequently affect masonry structures, caus...
In this paper an experimental study conducted on fired-clay brick masonry triplets built with cement...
The paper presents test results concerning ceramic bricks produced in 1880’s. Bricks were obtained f...
Experimental and laboratory research into residual physical and mechanical characteristics of histor...
Leakage and bond-strength tests on small brick panels have indicated a weaker bond between a mortar ...
A laboratory work has been initiated within the framework of a 7°FP European project, (SMooHS) aimed...
Capillary suction rate in construction materials is probably the main parameter controlling decay ph...