International Journal of Geomechanics - v. 24, n. 2 (Februar 2024)

Erschienen:	Februar 2024

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Li, Chuanxun / Li, Kuo	Analysis on Large-Strain Nonlinear Consolidation of PVD-Improved Soft Soils with Non-Darcian Flow Considering Variable Well Resistance and Vacuum Pressure
Chen, B. H. / Liao, H. / Liu, L. L. / Yang, X. L.	Bearing Capacity Estimation for Strip Foundation under Transient Flows
Mahmoudi, Youcef / Cherif Taiba, Abdellah / Belkhatir, Mostefa	Comparative Study of Stress History Effects on Shear-Deformation Relations of Sands from the Mediterranean Region Integrating Specimen Preparation Techniques
Ding, Linnan / Wei, Kuangmin	Constitutive Model of Cemented Coarse-Grained Soil and Its Application in High Concrete Face Rockfill Dam
Dai, Zhangjun / Huang, Kang / Li, Jian / Chi, Zecheng / Chen, Shanxiong	Decoupling Analysis Method for Rain-Induced Failure of Shallow Expansive Soil Slopes Considering Swelling and Strength Softening
Wang, Gang / Zhang, Xianwei / Liu, Xinyu / Chang, Zhixiong / Liu, Zhihai / Li, Yue	Development of a Neutral Plane in PHC-Supported Embankments over Soft Soils: A Case Study of a Motor-Racing Circuit
Deng, Longsheng / Chen, Jiale / Fan, Wen / Li, Yubo / Shi, Linpeng	The Dynamic Response Characteristics of a Water Transmission Pipe Crossing a Loess Fault Using a Large-Scale Shaking Table Test: A Case Study
Jiang, Ping / Zhou, Xuhui / Wang, Wei / Li, Na / Huang, Xianwen / Pu, ShaoYun / Asefa, Mulugeta Belete	Effect and Mechanism of Freeze–Thaw Cycles on Static and Dynamic Characteristics of Expandable Polystyrene Lightweight Soil
Tang, Zhicheng	Elastic Contact for Rock Fractures under Compressive Loading: Revisiting Greenwood and Williamson Model with Interacting and Coalescing Hertz Asperities
Barami, Shervin / Behnia, Mahmoud	Experimental and Numerical Investigations on the Effect of In Situ Stress and Discontinuities Orientation on the Deformation Modulus of Rock Masses
Soltanianfard, M. Amin / Desai, Chandrakant S. / Zhang, Lianyang / Hosseinali, Massoud / Toufigh, Vahab / Ghaemian, Mohsen	Experimental Investigation and Constitutive Modeling of Rock-Like Specimens’ Interface with the Effect of Roughness Based on 3D Printing
Wu, Gaoqiao / Zhao, Minghua / Zhang, Chengfu	Experimental Investigation on the Evolution of Soil Arching in Cohesive Soils Using a DIC Technique
Al-Taie, Asmaa / Yaghoubi, Ehsan / Disfani, Mahdi / Fragomeni, Sam / Gmehling, Ernie	Field Performance Evaluation of Recycled Aggregate Blends Used for Backfilling Deep Excavated Trenches
Cheng, Xuesong / Sheng, Luteng / Xia, Zengyin / Liu, Ying / Ma, Xiaolong / Pan, Jun / Zheng, Gang / Wang, Ruikun	Grouting Theory and Strategy of Simultaneous Control of the Horizontal and Vertical Deformations of Tunnels
Qi, Yuan / Xiao, Shiguo	Inclined Slice Method for Passive Earth Pressure on Rigid Walls Considering Interslice Shear Forces
Gupta, Bipin K.	Lateral Dynamics of a Pile in a Homogeneous Half-Space with Vlasov–Leont′ev Foundation Model and Expressions for a Rigid Disk
Fan, Y. / Yang, G. D. / Cui, X. Z. / Zhao, X. H. / Wu, J. G. / Wang, L. H.	Low-Frequency Characteristics of Vibrations Induced by Transient Unloading of In Situ Stress and Its Influence on Safety of a Deeply Buried Tunnel
Abbas, Qaisar / Yoon, Jonghyeog / Lee, Junhwan	A Method for Characterizing Stiffness of a Support System for Excavation Design
Wang, Jiao / Wang, Wei / Shi, Lu / Sun, Guanhua	Phreatic Surface Calculation and Stability Analysis of Three-Dimensional Bank Slopes with Reservoir Drawdown
Yazdani, Mohammad / Majdi, Abbas	Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion
Hu, Tao / Wan, Zhihui / Dai, Guoliang / Gong, Weiming / Fang, Bowen	Prediction and Design of Grouting Parameters for Long and Large-Diameter Postgrouted Drilled Shafts
Soujanya, Dabbiru / Basha, B. Munwar	Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer
Lei, Huayang / Toma, Abrham / Bo, Yu / Wang, Lei / Wu, Huaibo	Reinforcement Effect of the Stepped-Alternating Vacuum Preloading Method on Dredged Fills
Wang, Zheng-zhen / Dai, Guo-liang / Li, Zi-dan / Su, Tian-tao / Zhou, Yong	Research on H-3K Creep Coupling Calculation Model of Long-Term Prestress Loss of Anchor Cables
Wang, Han / Qin, Wang / Ding, Wantao / Wang, Chengzhen / Yu, Wenduan / Wang, Zhicheng	Research on the Antifloating Performance of Grouts with Different Mix Proportions in Synchronous Grouting of Shield Tunnels: From Laboratory Tests to Theoretical Calculations
Liu, Xinrong / Wang, Jiwen / Zhou, Xiaohan / Zhang, Ming / Wang, Linfeng / Xu, Bin / Lou, Xihui	Response of Long–Short Supporting Piles due to Deep Excavation in Soil–Rock Combined Strata
Lu, Kunlin / Wang, Linfei	Rigorous Limit-Equilibrium Solution for Three-Dimensional Slope Stability with an Asymmetric Slip Surface
Lu, Yao / Huang, Ming / Huang, Peiwen / Xu, Chaoshui / Wang, Yu / Hu, Yanfeng	Soil Conditioning for EPB Shield Tunneling in Coastal Silty Clay Strata: Laboratory Research and Field Application
Wu, Yue / Ren, Guoqing / Zhang, Xuefu / Zhao, Cheng / Zhao, Chunfeng	Spherical Permeation Grouting Model of a Power-Law Fluid Considering the Soil Unloading Effect
Li, Peng-Yu / Dou, Hong-Qiang / Nie, Wen-Feng	Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem

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IssueID
71651
Veröffentlicht am:
08.01.2024
Geändert am:
08.01.2024

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International Journal of Geomechanics - v. 24, n. 2 (Februar 2024)

Artikel in dieser Ausgabe

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International Journal of Geomechanics - v. 24, n. 2 (Februar 2024)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.