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1
Deriving Spatio-Temporal Development of Ground Subsidence Due to Subway Construction and Operation in Delta Regions with PS-InSAR Data: A Case Study in Guangzhou, China
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Deriving Spatio-Temporal Development of Ground Subsidence Due to Subway Construction and Operation in Delta Regions with PS-InSAR Data: A Case Study in Guangzhou, China

Wang, Huiqiang ; Feng, Guangcai ; Xu, Bing ; Yu, Yongping ; Li, Zhiwei ; Du, Yanan ; Zhu, Jianjun

Remote sensing (Basel, Switzerland), 2017-10, Vol.9 (10), p.1004 [Periódico revisado por pares]

Basel: MDPI AG

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2
Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test
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Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test

Haiyang, Zhuang ; Xu, Wang ; Yu, Miao ; Erlei, Yao ; Su, Chen ; Bin, Ruan ; Guoxing, Chen

Soil dynamics and earthquake engineering (1984), 2019-01, Vol.116, p.371-385 [Periódico revisado por pares]

Barking: Elsevier Ltd

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3
Numerical research on seismic response characteristics of shallow buried rectangular underground structure
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Numerical research on seismic response characteristics of shallow buried rectangular underground structure

Xu, Zigang ; Du, Xiuli ; Xu, Chengshun ; Hao, Hong ; Bi, Kaiming ; Jiang, Jiawei

Soil dynamics and earthquake engineering (1984), 2019-01, Vol.116, p.242-252 [Periódico revisado por pares]

Barking: Elsevier Ltd

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4
THM modeling of ground subsidence induced by excavation of subway tunnel
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THM modeling of ground subsidence induced by excavation of subway tunnel

Wu, Di ; Deng, Tengfei ; Zhao, Runkang ; Wang, Yinghe

Computers and geotechnics, 2018-02, Vol.94, p.1-11 [Periódico revisado por pares]

New York: Elsevier Ltd

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5
Shaking table test of a multi-story subway station under pulse-like ground motions
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Shaking table test of a multi-story subway station under pulse-like ground motions

Chen, Zhiyi ; Chen, Wei ; Li, Yueyang ; Yuan, Yong

Soil dynamics and earthquake engineering (1984), 2016-03, Vol.82, p.111-122 [Periódico revisado por pares]

Elsevier Ltd

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6
Study on the mechanical behavior of a foundation pit retaining structure adjacent to the pile foundation of a subway station
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Study on the mechanical behavior of a foundation pit retaining structure adjacent to the pile foundation of a subway station

Zhang, Qian ; Hu, Jie ; Wang, Jing ; He, Peng ; Hou, Lili ; Lin, Peng ; Song, Shuguang

Environmental earth sciences, 2021-10, Vol.80 (20), Article 704 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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7
Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation
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Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation

Rabeti Moghadam, Masoud ; Baziar, Mohammad Hassan

Soil dynamics and earthquake engineering (1984), 2016-04, Vol.83, p.81-97 [Periódico revisado por pares]

Elsevier Ltd

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8
A novel wind energy harvesting system with hybrid mechanism for self-powered applications in subway tunnels
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A novel wind energy harvesting system with hybrid mechanism for self-powered applications in subway tunnels

Zheng, Peng ; Qi, Lingfei ; Sun, Mengdie ; Luo, Dabing ; Zhang, Zutao

Energy (Oxford), 2021-07, Vol.227, p.120446, Article 120446 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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9
Experimental study on the effect of water gushing on loess metro tunnel
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Experimental study on the effect of water gushing on loess metro tunnel

Qiu, Junling ; Lu, Yuquan ; Lai, Jinxing ; Zhang, Yuwei ; Yang, Tao ; Wang, Ke

Environmental earth sciences, 2020-06, Vol.79 (11), Article 261 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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10
Effect of ground motion characteristics on seismic fragility of subway station
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Effect of ground motion characteristics on seismic fragility of subway station

Jiang, Jiawei ; El Nggar, Hesham.M. ; Xu, Chengshun ; Zhong, Zilan ; Du, Xiuli

Soil dynamics and earthquake engineering (1984), 2021-04, Vol.143, p.106618, Article 106618 [Periódico revisado por pares]

Barking: Elsevier Ltd

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