Physical model tests and discrete element simulation of shield tunnel face stability in anisotropic granular media

Author:

Lü Xilin,Zeng Sheng,Zhao Yucheng,Huang Maosong,Ma Shaokun,Zhang Zhiguo

Funder

National Key Research and Development Program of China

National Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference38 articles.

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2. Ai J, Chen JF, Rotter JM, Ooi JY (2011) Assessment of rolling resistance models in discrete element simulations. Powder Technol 206(3):269–282

3. An RR (2010) Experiment study on angle of internal friction, elastic modulus and bulk strain modulus of grain. Nanjing University of Finance and Economics, School of Food Science and Engineering, Nanjing (in Chinese)

4. Anagnostou G, Kovari K (1996) Face stability conditions with earth-pressure-balanced shields. Tunn Undergr Space Technol 11(2):165–173

5. Arthur JRF, Chua KS, Dunstan T (1979) Dense sand weakened by continuous stress direction rotation. Géotechnique 29(1):91–96

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