Title :
A new method for evaluating the coefficient of consolidation
Author :
Ming, Feng ; Kun, Wang ; Kang-he, Xie
Author_Institution :
Zhejiang Shuren Univ., Hangzhou, China
Abstract :
Based on Therzaghi´s one dimensional consolidation theory, a new method for evaluating coefficient of consolidation is proposed in this paper, which is more convenient than Casagrande´s log t method and Taylor´s √t method. Consolidation and permeability combined tests by GDS advanced consolidation testing system show that the coefficient of consolidation derived by the new method is very close to that by Taylor´s √t method , greater than that by Casagrande´s log t method and generally equal to the measured results; The tests also show that the primary consolidation settlement obtained by the new method is very close to that by Taylor´s √t method and less than that by Casagrande´s log t method .
Keywords :
geophysical techniques; permeability; Casagrande method; GDS advanced consolidation testing system; Taylor method; Therzaghi 1D consolidation theory; coefficint of consolidation; permeability; primary consolidation settlement; Permeability; Permeability measurement; TV; Testing; coefficient of consolidation; consolidation and permeability combined test; primary consolidation settlement;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5776062