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Soil Mechanics and Foundation Engineering - v. 59, n. 5 (novembre 2022)

Publié:	novembre 2022

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Zhu, Jinlong / Zhu, Dayong	Calculation of Building Settlement Induced by Tunneling Based on an Equivalent Beam Model	411-416
Chernov, Yu. T. / Paramonov, E. E.	Computational Analysis of Thin Foundation Slabs for Vibroactive Equipment	405-410
Feng, Y. / Chen, Y. / Chao, Y.	Dynamic Analysis of the Damage Mechanism of Silt Lightweight Soil	492-499
Liu, J. J. / Wen, S. J. / Jing, B. Y. / Liu, W. Q.	Effect of Dry–Wet Cycles on the Shear Strength of Weathered Red Sandstone Soil	422-429
Churkin, A. A. / Khmel’nitskii, A. Yu. / Kapustin, V. V.	Evaluation of Soil-Structure Contact State by Normalized Acoustic Response Analysis	453-458
Abelev, M. Yu. / Averin, I. V. / Chunyuk, D. Yu.	Experience in Construction of Facilities on Landslide Slopes in Seismic Areas	500-505
Zhu, R. / Zhou, F. / Su, R.	Field Study on the Uplift Bearing Characteristics of Grouted Micropiles in Soft Soil	445-452
Yuan, J. / Lin, W. / Liu, Z. / Fu, Q. / Ye, L. / Zhao, J.	An Improved Model to Describe the Creep Behavior of Soft Soil	475-483
Lunev, A. A. / Katsarskii, R. S.	Influence of Water Content and Degree of Compaction on the Mechanical Properties of Soils of Various Geneses	417-421
Yang, X. H. / Guo, N. / Zhang, Z. W. / Bao, Q. / Zhang, W. X.	Model Test and Stability Analysis of Large, High-Deposit Body Landslides Under Heavy Rainfall	467-474
Al Bodour, W. / Tarawneh, B. / Murad, Y.	A Model to Predict the Standard Penetration Test N60 Value from Cone Penetration Test Data	437-444
Peng, J.	Modified Horizontal Slice Element Method for Active Earth Pressure Against Rigid Retaining Walls	484-491
Cheng, W. / Ye, W. / Zheng, X.	Soil Improvement Technology and Dynamic Control of a Large Diameter Shield in Sandy Cobble Strata	459-466
Sharafutdinov, R. F. / Shulyat’ev, O. A. / Isaev, O. N. / Zakatov, D. S.	Studies of Interaction of Drilled Piles with Rocky Soils	430-436

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IssueID
68638
Publié(e) le:
10.12.2022
Modifié(e) le:
10.12.2022

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