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International Journal Of Civil Engineering
سال:2019 - دوره:17 - شماره:1
A Concept For The Estimation Of Soil-Tool Abrasive Wear Using Astm-G65 Test Data
- صفحه:103-111
Application Of Submodeling Technique In Numerical Modeling Of Mechanized Tunnel Excavation
- صفحه:75-89
Consolidation Of Single-Component Grouting Mortars In The Course Of Dewatering: Redistribution Of Particles
- صفحه:33-43
Experimental And Numerical Investigation Of Fundamental Mechanism Of Tunnelling And Influence On Nearby Flat Foundation
- صفحه:91-101
Full Waveform Inversion For Advance Exploration Of Ground Properties In Mechanized Tunneling
- صفحه:19-32
Modelling Of Short-Term Interactions Between Concrete Support And The Excavated Damage Zone Around Galleries Drilled In Callovo–Oxfordian Claystone
- صفحه:1-18
On The Global Sensitivity Analysis Methods In Geotechnical Engineering: A Comparative Study On A Rock Salt Energy Storage
- صفحه:131-143
Rheological Characterisation Of Foam-Conditioned Sands In Epb Tunneling
- صفحه:145-160
Slurry Shield Tunneling: New Methodology For Simplified Prediction Of Increased Pore Pressures Resulting From Slurry Infiltration At The Tunnel Face Under Cyclic Excavation Processes
- صفحه:113-130
Time-Dependent Evolution Of Microstructure And Mechanical Properties Of Mortar
- صفحه:61-74
Tunnel Waterproofing: Available Technologies And Evaluation Through Risk Analysis
- صفحه:45-59
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