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Numerical analysis on zone-divided deep excavation in soft clays using a new small strain elasto–plastic constitutive model
by
Tanoli, Afnan Younis
,
Yan, Bin
,
Xiong, Yong-lin
,
Ye, Guan-lin
,
Khalid, Usama
,
Xu, Zhong-hua
Published in
Underground space (Beijing)
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Underground Space
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Deep Excavation
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Elasto–Plastic Model
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Engineering
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Engineering, Civil
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Ground Displacements
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Metro Tunnels
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Science & Technology
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Small Strain
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Soft Clays
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