(in Polish)
M. Ochmański
Volume 546: Issue 2
Pages 26-28
Accepted for publication: 10.01.2018
The most frequently used empirical formulas used to describe the short-term ground surface settlement induced by shield have been presented. Furthermore, a brief description of the numerical model for the simulation of mechanized tunnelling able to predict short-term settlement, i.e. during tunnelling and shortly after it, and as well subsidence of the ground surface due to consolidation process. A significant increase of surface settlement related to the dissipation of excess pore water pressure was confirmed.
Keywords: ground surface settlement; numerical analyses; EPB shield
Keywords: ground surface settlement; numerical analyses; EPB shield
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- dr inż. Maciej Ochmański Politechnika Śląska,Wydział Budownictwa
Email dr inż. Maciej Ochmański
Full paper is available at Publisher house SIGMA-NOT Sp. z o.o. webpage