The effects of sample dimension and gradation on shear strength parameters of conditioned soils in EPBM
The effects of sample dimension and gradation on shear strength parameters of conditioned soils in EPBM
M. Hajialilue-Bonab; H. Sabetamal; Mohammad Ahmadi-Adli; Hooshang Katebi
IS SHANGHAI '08
2.Construction method, ground treatment, and conditioning for tunnelling
Tunneling
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