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A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering
A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering
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A three-dimensional fluid-solid coupled numerical modeling of the barrier leakage below the excavation surface due to dewatering

Wu, Yong-Xia ; Lyu, Hai-Min ; Shen, Shui-Long ; Zhou, Annan

Hydrogeology journal, 2020-06, Vol.28 (4), p.1449-1463 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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2
The DRASTIC-Sg model: an extension to the DRASTIC approach for mapping groundwater vulnerability in aquifers subject to differential land subsidence, with application to Mexico City
The DRASTIC-Sg model: an extension to the DRASTIC approach for mapping groundwater vulnerability in aquifers subject to differential land subsidence, with application to Mexico City
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The DRASTIC-Sg model: an extension to the DRASTIC approach for mapping groundwater vulnerability in aquifers subject to differential land subsidence, with application to Mexico City

Hernández-Espriú, Antonio ; Reyna-Gutiérrez, J. Antonio ; Sánchez-León, Emilio ; Cabral-Cano, Enrique ; Carrera-Hernández, Jaime ; Martínez-Santos, Pedro ; Macías-Medrano, Sergio ; Falorni, Giacomo ; Colombo, Davide

Hydrogeology journal, 2014-09, Vol.22 (6), p.1469-1485 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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3
Experimental study on the vertical deformation of aquifer soils under conditions of withdrawing and recharging of groundwater in Tongchuan region, China
Experimental study on the vertical deformation of aquifer soils under conditions of withdrawing and recharging of groundwater in Tongchuan region, China
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Experimental study on the vertical deformation of aquifer soils under conditions of withdrawing and recharging of groundwater in Tongchuan region, China

Wei, Ya-ni ; Fan, Wen ; Cao, Yanbo

Hydrogeology journal, 2017-03, Vol.25 (2), p.297-309 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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4
Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings
Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings
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Bearing capacity of single pile and in-flight T-bar penetration for centrifuge modeling of land subsidence caused by the interaction of high-rise buildings

Cui, Zhen-Dong

Bulletin of engineering geology and the environment, 2012-08, Vol.71 (3), p.579-586 [Periódico revisado por pares]

Berlin/Heidelberg: Springer-Verlag

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