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Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy
Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy
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Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy

Li, Yongqin ; Zhang, Wengang ; Zhang, Runhong

Acta geotechnica, 2022-02, Vol.17 (2), p.563-575 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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2
Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils
Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils
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Numerical study of the effects of groundwater drawdown on ground settlement for excavation in residual soils

Goh, A. T. C. ; Zhang, R. H. ; Wang, W. ; Wang, L. ; Liu, H. L. ; Zhang, W. G.

Acta geotechnica, 2020-05, Vol.15 (5), p.1259-1272 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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3
Hydro-mechanical Modeling of Tunnel Excavation in Anisotropic Shale with Coupled Damage-Plasticity and Micro-dilatant Regularization
Hydro-mechanical Modeling of Tunnel Excavation in Anisotropic Shale with Coupled Damage-Plasticity and Micro-dilatant Regularization
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Hydro-mechanical Modeling of Tunnel Excavation in Anisotropic Shale with Coupled Damage-Plasticity and Micro-dilatant Regularization

Parisio, F. ; Vilarrasa, V. ; Laloui, L.

Rock mechanics and rock engineering, 2018-12, Vol.51 (12), p.3819-3833 [Periódico revisado por pares]

Vienna: Springer Vienna

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4
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China
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A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China

Bai, Xue-Dong ; Cheng, Wen-Chieh ; Li, Ge

Acta geotechnica, 2021-12, Vol.16 (12), p.4061-4080 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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5
Excavation Optimization and Stability Analysis for Large Underground Caverns Under High Geostress: A Case Study of the Chinese Laxiwa Project
Excavation Optimization and Stability Analysis for Large Underground Caverns Under High Geostress: A Case Study of the Chinese Laxiwa Project
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Excavation Optimization and Stability Analysis for Large Underground Caverns Under High Geostress: A Case Study of the Chinese Laxiwa Project

Jiang, Quan ; Su, Guoshao ; Feng, Xia-ting ; Chen, Guoqing ; Zhang, Mei-zhu ; Liu, Chang

Rock mechanics and rock engineering, 2019-03, Vol.52 (3), p.895-915 [Periódico revisado por pares]

Vienna: Springer Vienna

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6
Failure Mechanisms and Evolution Assessment of the Excavation Damaged Zones in a Large-Scale and Deeply Buried Underground Powerhouse
Failure Mechanisms and Evolution Assessment of the Excavation Damaged Zones in a Large-Scale and Deeply Buried Underground Powerhouse
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Failure Mechanisms and Evolution Assessment of the Excavation Damaged Zones in a Large-Scale and Deeply Buried Underground Powerhouse

Li, Hai-bo ; Liu, Ming-chang ; Xing, Wan-bo ; Shao, Shuai ; Zhou, Jia-wen

Rock mechanics and rock engineering, 2017-07, Vol.50 (7), p.1883-1900 [Periódico revisado por pares]

Vienna: Springer Vienna

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7
Hydro-mechanical coupled analyses on wall deformations caused by deep excavations and dewatering in a confined aquifer
Hydro-mechanical coupled analyses on wall deformations caused by deep excavations and dewatering in a confined aquifer
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Hydro-mechanical coupled analyses on wall deformations caused by deep excavations and dewatering in a confined aquifer

Peng, Chen-Xin ; Liu, Nian-Wu ; Li, Ming-Guang ; Zhen, Liang ; Chen, Jin-Jian

Acta geotechnica, 2022-06, Vol.17 (6), p.2465-2479 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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8
Investigating Toppling Failure Mechanism of Anti-dip Layered Slope due to Excavation by Physical Modelling
Investigating Toppling Failure Mechanism of Anti-dip Layered Slope due to Excavation by Physical Modelling
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Investigating Toppling Failure Mechanism of Anti-dip Layered Slope due to Excavation by Physical Modelling

Zhu, Chun ; He, Manchao ; Karakus, Murat ; Cui, Xuebin ; Tao, Zhigang

Rock mechanics and rock engineering, 2020-11, Vol.53 (11), p.5029-5050 [Periódico revisado por pares]

Vienna: Springer Vienna

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9
Contributions of In-Situ Stress Transient Redistribution to Blasting Excavation Damage Zone of Deep Tunnels
Contributions of In-Situ Stress Transient Redistribution to Blasting Excavation Damage Zone of Deep Tunnels
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Contributions of In-Situ Stress Transient Redistribution to Blasting Excavation Damage Zone of Deep Tunnels

Yan, Peng ; Lu, Wen-bo ; Chen, Ming ; Hu, Ying-guo ; Zhou, Chuang-bing ; Wu, Xin-xia

Rock mechanics and rock engineering, 2015-03, Vol.48 (2), p.715-726 [Periódico revisado por pares]

Vienna: Springer Vienna

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10
Comparative study on tunnel blast-induced vibration for the underground cavern group
Comparative study on tunnel blast-induced vibration for the underground cavern group
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Comparative study on tunnel blast-induced vibration for the underground cavern group

Peng, Yaxiong ; Liu, Guangjin ; Wu, Li ; Zuo, Qingjun ; Liu, Yunsi ; Zhang, Chao

Environmental earth sciences, 2021, Vol.80 (2), Article 68 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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