| Q3 |
-
Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions
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Journal of GeoEngineering | vol: 5 |
issue : 1 | 2010-01-01 | Journal
|
83 |
| Q1 |
-
Longitudinal track-bridge interaction due to sudden change of coupling interface
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Computers and Structures | vol: 87 |
issue : 1-2 | 2009-01-01 | Journal
|
53 |
| Q1 |
-
Stress paths in deep excavations under undrained conditions and its influence on deformation analysis
-
Tunnelling and Underground Space Technology | vol: 63 |
issue : | 2017-03-01 | Journal
|
34 |
| Q1 |
-
Evaluation of factors of safety against basal heave for deep excavations in soft clay using the Finite-Element Method
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Journal of Geotechnical and Geoenvironmental Engineering | vol: 139 |
issue : 12 | 2013-11-25 | Journal
|
33 |
| Q1 |
-
Evaluation of buttress wall shapes to limit movements induced by deep excavation
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Computers and Geotechnics | vol: 78 |
issue : | 2016-09-01 | Journal
|
23 |
| Q1 |
-
Investigation of the integrated retaining system to limit deformations induced by deep excavation
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Acta Geotechnica | vol: 13 |
issue : 4 | 2018-08-01 | Journal
|
22 |
| Q2 |
-
Breaking through the Barriers to Green Building Movement in Indonesia: Insights from Building Occupants
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Energy Procedia | vol: 100 |
issue : | 2016-11-01 | Conference Proceedin
|
19 |
| Q1 |
-
Three-dimensional numerical study of long-term settlement induced in shield tunneling
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Tunnelling and Underground Space Technology | vol: 88 |
issue : | 2019-06-01 | Journal
|
16 |
| Q2 |
-
Effects of temporal variability on HBV model calibration
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Water Science and Engineering | vol: 8 |
issue : 4 | 2015-10-01 | Journal
|
14 |
| Q1 |
-
Central-upwind scheme for 2D turbulent shallow flows using high-resolution meshes with scalable wall functions
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Computers and Fluids | vol: 179 |
issue : | 2019-01-30 | Journal
|
14 |
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