Assessing the effects of subgrade frost heave on vehicle dynamic behaviors on high-speed railway

2019 ◽  
Vol 158 ◽  
pp. 95-105 ◽  
Author(s):  
Xiaopei Cai ◽  
Yanke Liang ◽  
Tao Xin ◽  
Chaozhi Ma ◽  
Haoyu Wang
Author(s):  
Jing Chen ◽  
Anyuan Li ◽  
Chunyan Bao ◽  
Yanhua Dai ◽  
Minghao Liu ◽  
...  

2022 ◽  
Vol 152 ◽  
pp. 107046
Author(s):  
Fei Zhang ◽  
Tianliang Wang ◽  
Jianqing Bu ◽  
Zhaoai Yin

2019 ◽  
Vol 167 ◽  
pp. 102863 ◽  
Author(s):  
Wei She ◽  
Luansu Wei ◽  
Guotang Zhao ◽  
Guotao Yang ◽  
Jinyang Jiang ◽  
...  

2018 ◽  
Vol 153 ◽  
pp. 25-32 ◽  
Author(s):  
X.Y. Wu ◽  
F.J. Niu ◽  
Z.J. Lin ◽  
J. Luo ◽  
H. Zheng ◽  
...  

Géotechnique ◽  
2014 ◽  
Vol 64 (2) ◽  
pp. 144-154 ◽  
Author(s):  
D. SHENG ◽  
S. ZHANG ◽  
F. NIU ◽  
G. CHENG

2016 ◽  
Vol 2 (47) ◽  
pp. 1660-1663 ◽  
Author(s):  
Yang-sheng Ye ◽  
De-goui Cai ◽  
Hong-ye Yan ◽  
Jian-ping Yao ◽  
Qian-li Zhang ◽  
...  

Author(s):  
Daichao Sheng ◽  
Guotang Zhao ◽  
Sheng Zhang ◽  
Fujun Niu

2010 ◽  
Vol 150-151 ◽  
pp. 603-607
Author(s):  
Fu Hai Li ◽  
Yue Zhong Ye ◽  
Yan Ke Yang

. In order to protect cast-in place piles of high speed railway bridge, steel pipes which used to be used during the work progress are left forever to increase the durability of concrete piles. The relative experiments are carried out indoor. On one hand, steel pipe can separate the concrete from exterior environment; on the other hand, under the condition of freezing, steel pipe can produce hoop effect to the concrete which can reduce crack expansion stress because of frost heave. Mass loss, relative dynamic modulus of elasticity and strength about steel pipe concrete are studied. The conclusion shows that the durability of concrete piles with steel pipe protection is much better than common concrete piles with no protection.


2015 ◽  
Vol 46 (10) ◽  
pp. 10-17 ◽  
Author(s):  
Xiaopei Cai ◽  
Lining Zhao ◽  
Albert Leong Lee Lau ◽  
Shiyu Tan ◽  
Rixin Cui

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