Necessity of applying the concept of the steady state on the numerical analyses of excavation issues: laboratory, field and numerical investigations
Author:
Affiliation:
1. Department of Civil Engineering, Faculty of Technology and Engineering, Shahrekord University, Shahrekord, Iran
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2020.1755466
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1. Behaviour of single pile in consolidating soil
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4. NUMERICAL ANALYSIS OF THE EFFECT OF EARTH PRESSURE BALANCED SHIELD TUNNELING ON SOIL STRESS-DEFORMATION BEHAVIOR
5. Modelling the settlement behaviour of a strip footing on sloping sandy fill under cyclic loading conditions
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