Experimental Investigation on Excess Pore Water Pressure in Soft Soil-Foundations under Minor Shocks
In this study, shaking table tests are performed to investigate the behavior of excess pore water pressure in different soft soil-foundations of soil-structure interaction (SSI) system. The variation of the behaviors under cycled minor shock is observed. Moreover, The generation and variation mechanism of excess pore water pressure under earthquake excitation in different soft soilfoundations are analyzed and discussed.
[1] Tomislav Ivsˇic', "A model for presentation of seismic pore water
pressures," Soil Dynamics and Earthquake Engineering, vol.26, pp.
191-199, 2006.
[2] Sun Rui, and Yuan Xiaoming, "A simplified formula for estimating
real-time pore water pressure of anisotropically-consolidated saturated
sands under random earthquake loads," Soil and Rock Behavior and
Modeling, vol.18, pp. 444-451, 2008.
[3] T S Ueng, M C Lin and R Y Yu, "Pore water pressure changes in under
earthquake loading," The 12th World Conference on Earthquake
Engineering, Auckland, New Zealand, 2000, pp. 1285-1288.
[4] C. P. Polito, and J. R. Martin, "Effects of nonplastic fines on the
liquefaction resistance of sands," J. Geotech. Geoenviron. Eng., vol. 127,
no. 5, pp. 408-415, 2001.
[5] I. B. Gratchev, Kyoji Sassa, Victor I. Osipov, Viatcheslav N. Sokolov,
"The liquefaction of clayey soils under cyclic loading," Engineering
Geology, vol. 86, pp. 70-84, 2006.
[6] V. Perlea, J. Koester, S. Prakash, "How liquefiable are cohesive soils. In:
Seco e Pinto, P. (Ed.)," Proceedings of Earthquake Geotechnical
Engineering, Lisboa, vol. 2, pp. 611-618, 1999.
[7] R. W. Boulanger and I. M. Idriss. "Discussion of ÔÇÿliquefaction
susceptibility criteria for silts and clays". Journal of geotechnical and
geoenvironmental engineering, vol. 132, no. 11, pp. 1413-1426, Nov.
2006.
[8] Jonathan D. Bray and Rodolfo B. Sancio. "Discussion of ÔÇÿassessment of
the liquefaction susceptibility of fine- grained soils". Journal of
geotechnical and geoenvironmental engineering, vol. 132, no. 9, pp.
1165-1177, Sep. 2006.
[9] I. Gratchev, K. Sassa, H. Fukuoka, "How reliable is the plasticity index
for estimating the liquefaction potential of clayey sands?" Journal of
Geotechnical and Geoenvironmental Engineering, ASCE, vol.132, no. 1,
pp. 124-127, 2006.
[10] Lu Xi-lin, Chen Yueqing, Chen Bo, "Shaking table testing of dynamic
soil-structure interaction system(J)," Earthquake engineering and
engineering vibration, vol. 20, no. 4, pp. 20-29, 2000.
[11] Zhang Zhiying, Lu Xi-lin, Chen Yueqing, "Experimental study on excess
pore water pressure of soils covered by clay layer," Chinese journal of
rock mechanics and engineering, vol. 22, no.1, pp. 131-136, 2003.
[12] Desmond C A Andrews and Geoffrey R Martin, "Criteria for liquefaction
of silty soils," The 12th world conference on earthquake engineering [A],
Auckland, Nuw Zealand, pp. 312-314, 2000.
[13] Ming Jingping, Zhao Weibing, "Study on groundwater level in vacuum
preloading ," Port & waterway engineering[China]. vol.372, no.1, pp.1-6,
2005.
[1] Tomislav Ivsˇic', "A model for presentation of seismic pore water
pressures," Soil Dynamics and Earthquake Engineering, vol.26, pp.
191-199, 2006.
[2] Sun Rui, and Yuan Xiaoming, "A simplified formula for estimating
real-time pore water pressure of anisotropically-consolidated saturated
sands under random earthquake loads," Soil and Rock Behavior and
Modeling, vol.18, pp. 444-451, 2008.
[3] T S Ueng, M C Lin and R Y Yu, "Pore water pressure changes in under
earthquake loading," The 12th World Conference on Earthquake
Engineering, Auckland, New Zealand, 2000, pp. 1285-1288.
[4] C. P. Polito, and J. R. Martin, "Effects of nonplastic fines on the
liquefaction resistance of sands," J. Geotech. Geoenviron. Eng., vol. 127,
no. 5, pp. 408-415, 2001.
[5] I. B. Gratchev, Kyoji Sassa, Victor I. Osipov, Viatcheslav N. Sokolov,
"The liquefaction of clayey soils under cyclic loading," Engineering
Geology, vol. 86, pp. 70-84, 2006.
[6] V. Perlea, J. Koester, S. Prakash, "How liquefiable are cohesive soils. In:
Seco e Pinto, P. (Ed.)," Proceedings of Earthquake Geotechnical
Engineering, Lisboa, vol. 2, pp. 611-618, 1999.
[7] R. W. Boulanger and I. M. Idriss. "Discussion of ÔÇÿliquefaction
susceptibility criteria for silts and clays". Journal of geotechnical and
geoenvironmental engineering, vol. 132, no. 11, pp. 1413-1426, Nov.
2006.
[8] Jonathan D. Bray and Rodolfo B. Sancio. "Discussion of ÔÇÿassessment of
the liquefaction susceptibility of fine- grained soils". Journal of
geotechnical and geoenvironmental engineering, vol. 132, no. 9, pp.
1165-1177, Sep. 2006.
[9] I. Gratchev, K. Sassa, H. Fukuoka, "How reliable is the plasticity index
for estimating the liquefaction potential of clayey sands?" Journal of
Geotechnical and Geoenvironmental Engineering, ASCE, vol.132, no. 1,
pp. 124-127, 2006.
[10] Lu Xi-lin, Chen Yueqing, Chen Bo, "Shaking table testing of dynamic
soil-structure interaction system(J)," Earthquake engineering and
engineering vibration, vol. 20, no. 4, pp. 20-29, 2000.
[11] Zhang Zhiying, Lu Xi-lin, Chen Yueqing, "Experimental study on excess
pore water pressure of soils covered by clay layer," Chinese journal of
rock mechanics and engineering, vol. 22, no.1, pp. 131-136, 2003.
[12] Desmond C A Andrews and Geoffrey R Martin, "Criteria for liquefaction
of silty soils," The 12th world conference on earthquake engineering [A],
Auckland, Nuw Zealand, pp. 312-314, 2000.
[13] Ming Jingping, Zhao Weibing, "Study on groundwater level in vacuum
preloading ," Port & waterway engineering[China]. vol.372, no.1, pp.1-6,
2005.
@article{"International Journal of Architectural, Civil and Construction Sciences:58530", author = "Zhiying Zhang and Chongdu Cho and Qiang Pan and Xilin Lu", title = "Experimental Investigation on Excess Pore Water Pressure in Soft Soil-Foundations under Minor Shocks", abstract = "In this study, shaking table tests are performed to investigate the behavior of excess pore water pressure in different soft soil-foundations of soil-structure interaction (SSI) system. The variation of the behaviors under cycled minor shock is observed. Moreover, The generation and variation mechanism of excess pore water pressure under earthquake excitation in different soft soilfoundations are analyzed and discussed.
", keywords = "Excess pore water pressure, shaking table tests, soft soil foundation, SSI system.", volume = "3", number = "2", pages = "102-5", }
