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Development of the large-tonnage pressure-type prestressed anchor cable with BFRP for geotechnical engineering and its mechanical properties
(Wiley/Hindawi, 2022)
Prestressed anchor cable is widely used in geotechnical engineering to control the displacement or landslide of an unstable slope.
However, the traditional cable anchor is made of steel material, which is easy to get rust ...
Influence analysis of persistent joint on single-hold blasting damage of rock mass.
(JESTR, 2020-05)
It is difficult to be measure and analyze the blasting damage of rock masses containing persistent joint. A field test was
conducted to determine the distribution range of blasting damage zone in intact rock mass for ...
Lateral loads applied by pedestrians at normal walking velocities.
(Taylor & Francis, 2011)
The issue of horizontal loading from pedestrians has received increased attention from bridge designers and researchers
in the past decade, primarily due to notable instances of excessive vibration of structures subjected ...
Modelling the vertical loads applied by pedestrians at a range of walking velocities.
(AJBAS, 2013)
Over the past half century numerous high profile bridges such as the Brooklyn Bridge, the London Millennium Bridge, and the Auckland Harbour Bridge have been subject to pedestrian induced vibrations due to walking. In this ...
Experimental study on tensile characteristics of layered carbonaceous slate subject to water-rock interaction and weathering.
(MDPI, 2023-01-03)
The transverse isotropy of rock masses formed by sedimentation is a common stratum environment in engineering, and the physical–mechanical properties can degrade due to water–rock interaction (WRI) and natural weathering, ...