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Refinado por: autor: Zhang, Wengang remover tipo de recurso: Artigos remover Nome da Publicação: Tunnelling And Underground Space Technology remover
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A Multivariate Adaptive Regression Splines model for determining horizontal wall deflection envelope for braced excavations in clays
A Multivariate Adaptive Regression Splines model for determining horizontal wall deflection envelope for braced excavations in clays
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A Multivariate Adaptive Regression Splines model for determining horizontal wall deflection envelope for braced excavations in clays

Zhang, Wengang ; Zhang, Runhong ; Wang, Wei ; Zhang, Fan ; Goh, Anthony Teck Chee

Tunnelling and underground space technology, 2019-02, Vol.84, p.461-471 [Periódico revisado por pares]

Elsevier Ltd

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2
Evaluating stability of underground entry-type excavations using multivariate adaptive regression splines and logistic regression
Evaluating stability of underground entry-type excavations using multivariate adaptive regression splines and logistic regression
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Evaluating stability of underground entry-type excavations using multivariate adaptive regression splines and logistic regression

Goh, Anthony T.C. ; Zhang, Yanmei ; Zhang, Runhong ; Zhang, Wengang ; Xiao, Yang

Tunnelling and underground space technology, 2017-11, Vol.70, p.148-154 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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3
Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation
Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation
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Multivariate adaptive regression splines for inverse analysis of soil and wall properties in braced excavation

Zhang, Wengang ; Zhang, Yanmei ; Goh, Anthony T.C.

Tunnelling and underground space technology, 2017-04, Vol.64, p.24-33 [Periódico revisado por pares]

Elsevier Ltd

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4
Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties
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Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties

Chen, Fuyong ; Wang, Lin ; Zhang, Wengang

Tunnelling and underground space technology, 2019-06, Vol.88, p.276-289 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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