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Refinado por: Nome da Publicação: Soil Mechanics And Foundation Engineering remover
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1
Correction to: Experimental study on shear strength parameter characteristics and influencing factors of miscellaneous fill
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Correction to: Experimental study on shear strength parameter characteristics and influencing factors of miscellaneous fill

Chen, Y. ; Zhang, F. H. ; Xu, J. C. ; Liu, Z. R. ; Xue, H. Y.

Soil mechanics and foundation engineering, 2023-11, Vol.60 (5), p.507-507 [Periódico revisado por pares]

New York: Springer US

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2
A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data
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A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data

Al Bodour, W. ; Tarawneh, B. ; Murad, Y.

Soil mechanics and foundation engineering, 2022-12, Vol.59 (5), p.437-444 [Periódico revisado por pares]

New York: Springer US

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3
Bearing Capacity Assessment of Soil Foundation
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Bearing Capacity Assessment of Soil Foundation

Karaulov, A. M. ; Korolev, K. V. ; Kuznetsov, A. O.

Soil mechanics and foundation engineering, 2022-05, Vol.59 (2), p.111-118 [Periódico revisado por pares]

New York: Springer US

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4
A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy
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A Constitutive Model for Loess Considering the Characteristics of Structurality and Anisotropy

Zhang, Yuwei ; Song, Zhanping ; Weng, Xiaolin

Soil mechanics and foundation engineering, 2022-03, Vol.59 (1), p.32-43 [Periódico revisado por pares]

New York: Springer US

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5
Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading
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Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading

Wang, B. ; Zhu, M. ; Gong, W. ; Cao, G.

Soil mechanics and foundation engineering, 2022-05, Vol.59 (2), p.126-133 [Periódico revisado por pares]

New York: Springer US

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6
Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation
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Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation

Cheng, K. ; Xu, R.-Q. ; Ying, H.-W. ; Gan, X.-L. ; Zhang, L.-S.

Soil mechanics and foundation engineering, 2022-05, Vol.59 (2), p.159-166 [Periódico revisado por pares]

New York: Springer US

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7
On the Active Pressure of a Heterogeneous Soil Massif of Limited Width
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On the Active Pressure of a Heterogeneous Soil Massif of Limited Width

Gutkin, Yu. M.

Soil mechanics and foundation engineering, 2022-05, Vol.59 (2), p.176-182 [Periódico revisado por pares]

New York: Springer US

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8
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences
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Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences

Khasanov, A. Z. ; Khasanov, Z. A.

Soil mechanics and foundation engineering, 2024-03, Vol.61 (1), p.13-19 [Periódico revisado por pares]

New York: Springer US

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9
Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling
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Compatible Deformation Behavior of Different Zone Layout Sections in a Clay Core Dam Via Centrifuge Modeling

He, Fangchan ; Guo, Wanli ; Ge, Wei

Soil mechanics and foundation engineering, 2024-03, Vol.61 (1), p.83-90 [Periódico revisado por pares]

New York: Springer US

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10
Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers
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Correlation Between Dynamic CBR and Compaction and Bearing Capacity of Pavement Foundation Layers

Bogdanović, M. ; Bogdanović, S. ; Rakić, D. ; Ikodinović, I. B.

Soil mechanics and foundation engineering, 2024-03, Vol.61 (1), p.27-33 [Periódico revisado por pares]

New York: Springer US

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