Abstract
Methods of estimating surface settlement during the driving of tunnels are described. A combination of empirical, analytical, and numerical methods makes it possible to predict the dimensions of a settlement basin. In the course of solving the inverse modeling problem, parameters of the model are established and forecasting charts of maximum surface settlement are compiled.
Original language | English |
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Pages (from-to) | 92-95 |
Number of pages | 4 |
Journal | Soil Mechanics and Foundation Engineering |
Volume | 47 |
Issue number | 3 |
DOIs | |
Publication status | Published - 2010 |
ASJC Scopus subject areas
- Water Science and Technology
- Geotechnical Engineering and Engineering Geology
- Ocean Engineering
- Soil Science
- Energy(all)