Study on Variation Rule of Pore Pressure on CPTU Model Test

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Abstract:

Through a series of Piezocone Penetration Test (CPTU) model tests with saturated clay soil, excess pore pressure produced by CPTU penetrating and dissipating has been measured by CPTU probe and pore pressure mini-transducers, the variation rules of excess pore pressure has been analyzed, the results show that at the same transducers layer, the value of initial excess pore pressure at the probe is biggest, and with the horizontal distance from probe increasing, the value of initial excess pore pressure measured by transducers around the probe has been decreased quickly; at the same dissipating process, the value of initial excess pore pressure measured by transducers locating in the same horizontal plane with probe is bigger than the value by transducers of the other layer; difference between the variation rule of excess pore pressure dissipation measured by CPTU probe and pore pressure mini-transducers is that after the value of excess pore pressure is maximum, with the dissipating time increasing, the value of excess pore pressure measured by probe decreased rapidly, but at first the value of excess pore pressure measured by transducers decreased slowly and then after a short time decreased rapidly; the time of 90% of the maximum of excess pore pressure dissipating measured by CPTU probe is longer than the time of 90% of the maximum of excess pore pressure dissipating measured by transducers; at the same transducers layer, with horizontal distance from the probe increasing, the time of 90% of the maximum of excess pore pressure dissipating decreased. The achieved result can provide a foundation for further study for CPTU mechanism.

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Periodical:

Advanced Materials Research (Volumes 160-162)

Pages:

544-549

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Online since:

November 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Meng Gaotou. Soil in-situ Test Mechanism, Methods and its Engineering Application[M]. Geology Press, 1997 (in Chinese).

Google Scholar

[2] Chen Liang. Study on testing Coefficient of Consolidation Mechanism by CPTU [R]. China University of Geosciences, 2003 (in Chinese).

Google Scholar

[3] Zhu Xiaolin, Tang Shidong. Pore-Pressure-CPT Probe's Development and its In-situ Test[J]. Engineering Investigation, 1986. 03 (in Chinese).

Google Scholar

[4] Tang Yanchun. The Mechanism Study to Determine the Coefficient of Consolidation and Permeability of Soils by CPTU[R]. China University of Geosciences, 2004 (in Chinese).

Google Scholar

[5] Ma Shuzhi, Tang Yanchun, Meng Gaotou et al. Piezocone Penetration Test Mechanism, Methods and its Engineering Application[M], China University of Geosciences Press, 2007 (in Chinese).

Google Scholar