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Geotechnical and Geological Engineering -

Thema:	Early View

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Luo, Xiongwen / Xiang, Yanyong / Yu, Chenyun	A Coupled Rock-Pipe Hydraulic Model for Predicting Groundwater Pressure on Tunnel Linings with Embedded Drainage Networks
Zhang, Jiabing / Xiang, Xu / Du, Ronghuan / Zhang, Xiaohu	Enhancing Tunnel Stability Under High Ground Stress: Rheological Analysis and Support Strategies
Ghorbani, Sasan / Bour, Komeil / Javdan, Roohollah	Evaluating the Efficiency of Pre-Grouting in Fault Zones of Tunnel and its Effect on Rock Mass Quality: A Case Study
Silva, Alexandre V. / Gomes, Guilherme J. C. / Huertas, Jackeline R. C. / Cândido, Eduardo S.	Exploring Tailings Dam Stability Considering Uncertainties in the Critical State Parameters of the NorSand Model
Baudson, Diogo Reis Stavaux / Ferreira, Lucas Deleon / de Almeida Prado Bacellar, Luís	Geotechnical analysis on the erodibility of tailings from the Fundão dam collapse
Tutus, Ogun / Ozcelik, Mehmet	Geotechnical Problems of Botan Bridge Piers Construction (Siirt, Turkey)
Wang, Yiming / David, Thevaneyan Krishta / Mansor, Hazrina / Guan, Jianan	Managing Inverted Arch Heaving in Sanlian Tunnel: Analysis of Inverted Arch Structure Utilizing Prestressed Anchor Rods
Hui, Hu / Bowen, Zhang / Yanyan, Zuo / Chunmei, Zhang / Yize, Wang / Zeng, Guo	The Mechanism and Numerical Simulation Analysis of Water Bursting in Filling Karst Tunnel
Aghajari, Meysam / Dehghan, Ali Naghi / Lajevardi, Seyed Hamid	Optimizing Sequential Excavation Method for Ground Settlement Control in Tehran Subway Tunnel Line 6
Barboza, Diones Uiliam / Bressani, Luiz Antônio	Seepage Analysis of Concrete and Embankment Dam Abutment: A Case Study of the Ribeirão João Leite Dam
Hu, Kaifeng / Feng, Qian / Li, Heng / Hu, Qing	Study on Creep Characteristics and Constitutive Model for Thalam Rock Mass with Fracture in Tunnel
Shu, Shuang / Zhang, Jian / He, Naifu / Zhang, Fei	Volume Loss Prediction for a Longitudinally Inclined Tunnel Face Advancement in Undrained Clay

Über diese
Datenseite
IssueID
64599
Veröffentlicht am:
28.05.2022
Geändert am:
28.05.2022

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