Centrifuge Model Tests on Settlement Controlling of Piled Raft Composite Foundation in High Speed Railway

ICCTP 2010 ◽  
2010 ◽  
Author(s):  
Changdan Wang ◽  
Shunhua Zhou ◽  
Binglong Wang ◽  
Xu Wang
2011 ◽  
Vol 97-98 ◽  
pp. 17-22
Author(s):  
Hong Bing Xiao ◽  
Guan Lu Jiang

For high-speed railway subgrade settlement, there was usually a big difference between calculated and measured value. Studying the stresses distribution under embankment, giving more accurate simplified method,was a approach to improve the accuracy of calculated settlement. The stresses distribution under embankment were studied through tests on experimental embankment segment, geotechnical centrifuge model tests, and numerical analysis and calculation. Studies showed that the measured stresses distribution was curve, the stresses under the embankment centre were highest, under the vicinity of shoulder the stresses changed smoothly, the stresses was above zero at toe of the side slope.


2014 ◽  
Vol 12 (6) ◽  
pp. 2583-2606 ◽  
Author(s):  
Heon-Joon Park ◽  
Dong-Soo Kim ◽  
Yun Wook Choo

2019 ◽  
Vol 4 (2) ◽  
pp. 147-167 ◽  
Author(s):  
Hitoshi Yatsumoto ◽  
Yasuo Mitsuyoshi ◽  
Yasuo Sawamura ◽  
Makoto Kimura

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