Ground Settlement Due to Tunneling in Cohesionless Soil

Ground Settlement Due to Tunneling in Cohesionless Soil

By the year 2035 it is estimated that Delhi and Mumbai will become two of the most populous cities around the globe. The massive population growth rate has led to the rise of land scarcity, urbanization, and industrialization and developments for rapid transit systems have made accordingly. Modern r...

Deskribapen osoa

Xehetasun bibliografikoak
Egile Nagusiak:	Mohammad Faraz Athar, Md Rehan Sadique, Abdullah H. Alsabhan, Shamshad Alam
Formatua:	Artikulua
Hizkuntza:	English
Argitaratua:	MDPI AG 2022-04-01
Saila:	Applied Sciences
Gaiak:	tunnelling finite-element method settlement physical modelling
Sarrera elektronikoa:	https://www.mdpi.com/2076-3417/12/7/3672

Antzeko izenburuak

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Parameters used for prediction of settlement trough due to TBM tunnelling
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Prediction of Change Rate of Settlement for Piled Raft Due to Adjacent Tunneling Using Machine Learning
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Behavior of deformation joints of RC utility tunnels considering multi-hazard conditions
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