Results 241 to 250 of about 73,425 (293)
Real-time concrete strength monitoring using piezoelectric sensors and deep learning. [PDF]
Nat CommunHan G +7 more
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Weak mantle wedge causes mantle exhumation punctuated with discrete oceanic crust in the Tyrrhenian basin. [PDF]
Nat CommunSu H, Leng W, Liao J, Brune S.
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Mechanistic analysis of frost heave in airport runway subgrades in seasonal frost regions and pavement structural tolerance thresholds. [PDF]
Sci RepHuang C, Liu J, Wang S.
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Study on interfacial mechanical properties and structural detail damage of CRTS II slab ballastless track. [PDF]
Sci RepSong A, Yao G, Guo Y, Zhang G, Yu X.
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Unravelling Mixed Organic-Halide Perovskite Degradation Under Extrinsic Factors. [PDF]
SmallSalado M +10 more
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Consecutive Mechano-Immunophenotyping of Single Cells in a Photopatterned Microfluidic Channel. [PDF]
ACS OmegaNomiyama T, Ide S, Kaji N.
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Vehicle System Dynamics, 2009
When a vehicle runs over the connection between a floating slab track (FST) and ballasted track, wheel/rail impact may occur because of the stiffness difference in the two kinds of track, and thus a transition sector is usually included at the connection to smoothen the stiffness change.
T X Wu
exaly +2 more sources
When a vehicle runs over the connection between a floating slab track (FST) and ballasted track, wheel/rail impact may occur because of the stiffness difference in the two kinds of track, and thus a transition sector is usually included at the connection to smoothen the stiffness change.
T X Wu
exaly +2 more sources
International Journal of Structural Stability and Dynamics, 2021
For China Railway Track System (CRTS) I twin-block slab tracks, the interface between the sleeper and track slab is susceptible to damage under the coupled effect of long-term train load and external environment factors. In order to analyze the damage behavior and identify the type of debonding at the interface, this paper established a three ...
Wei Du +6 more
openaire +1 more source
For China Railway Track System (CRTS) I twin-block slab tracks, the interface between the sleeper and track slab is susceptible to damage under the coupled effect of long-term train load and external environment factors. In order to analyze the damage behavior and identify the type of debonding at the interface, this paper established a three ...
Wei Du +6 more
openaire +1 more source
Kaimai Tunnel track slab assessment
IABSE Congress Reports, 2021<p>Kaimai Tunnel is an 8.5km long KiwiRail tunnel on one of the busiest freight rail lines in NZ North Island. The concrete base slab that supports the track slab in the drill and blast section of the tunnel was cast on a fill layer rather than country rock.
Peter Burnton, Citra Wicaksana
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