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Soil Mechanics and Foundation Engineering - v. 59, n. 2 (mai 2022)

Publié:	mai 2022

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Wang, L. A. / Yu, Y. Y.	An Analytical Method for Solving 3D Non-Axisymmetry Mixed Boundary Problem and Its Application in Analysis of Rectangle Plate Resting on an Elastic Half Space	183-192
Karaulov, A. M. / Korolev, K. V. / Kuznetsov, A. O.	Bearing Capacity Assessment of Soil Foundation	111-118
Alekseev, A. G. / Bezvolev, S. G.	Deformation Modulus of Plastic-Frozen Soil According to Pile Testing	202-209
Zhou, Yitao / Chen, Fuquan	Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model	119-125
Miao, Y. / Liu, B. / Liu, C. / Shu, Z. / Wu, H.	Experimental Study on the Displacement and Strain of Underpinning Piles during Basement Excavation	141-147
Zhang, X. / Chen, S. / Wong, K. S. / Lu, Z. / Chen, R. / Lu, H.	Field Monitoring and Numerical Study on the Effects of Reclamation on Large-Diameter Long Pile	167-175
Liang, S.-H. / Zeng, W.-H. / Feng, D.-L. / Lin, J.-P. / Gong, X.	Influence of Polypropylene Fiber on Properties of Biocemented Calcareous Sand	193-201
Gutkin, Yu. M.	On the Active Pressure of a Heterogeneous Soil Massif of Limited Width	176-182
Cheng, K. / Xu, R.-Q. / Ying, H.-W. / Gan, X.-L. / Zhang, L.-S.	Performance of Diaphragm Walls in Soft Clay of a Deep Basement Excavation	159-166
Heidarizadeh, Y. / Lajevardi, S. H. / Sharifipour, M.	Small Strain Stiffness Properties of Cement-Stabilized Sand Reinforced with Polypropylene Fibre	148-153
Uglova, E. V. / Tiraturyan, A. N. / Akulov, V. V.	Soil Deformability Parameters of the Working Layer of the Subgrade Soil of Automobile Roads	154-158
Zemlyak, V. L. / Vasilyev, A. S. / Kozin, V. M.	Study Into the Behavior of Ice Beams Reinforced with Bar Elements	134-140
Wang, B. / Zhu, M. / Gong, W. / Cao, G.	Variational Elastic Solution for an End Bearing Pile Subjected to Dynamic Torsional Loading	126-133

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IssueID
66480
Publié(e) le:
13.08.2022
Modifié(e) le:
13.08.2022

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