Pore Water Pressures Measured in Sand Deposits During an Earthquake

作者: Kenji Ishihara , Keisuke Shimizu , Yasuo Yamada

DOI: 10.3208/SANDF1972.21.4_85

关键词:

摘要: A set of piezometers was embedded in sand deposits on a reclaimed island Tokyo Bay and seismograph placed the ground surface nearby order to monitor simultaneously in-situ pore water pressures horizontal accelerations during earthquakes. During September 25, 1980 earthquake, instruments registered increases corresponding 19% 16% effective overburden pressure at depths 6.0 M 14.0 M, respectively. At same time, maximum acceleration 95 gal surface. Laboratory cyclic triaxial tests had been performed undisturbed soil specimens obtained from this site using large diameter sampler. Based laboratory test data, an estimate made that might be produced deposit by seismic shaking gal. The estimated values were shown good agreement with earthquake. (Author/TRRL)

参考文章(5)
Kenji Ishihara, Marshall L. Silver, Hisao Kitagawa, Cyclic Strength of Undisturbed Sands Obtained by a Piston Sampler Soils and Foundations. ,vol. 19, pp. 61- 76 ,(1979) , 10.3208/SANDF1972.19.3_61
Kenji Ishihara, Marshall L. Silver, Hisao Kitagawa, Cyclic Strengths of Undisturbed Sands Obtained by Large Diameter Sampling Soils and Foundations. ,vol. 18, pp. 61- 76 ,(1978) , 10.3208/SANDF1972.18.4_61
Takeichiro Ikehara, DAMAGE TO RAILWAY EMBANKMENTS DUE TO THE TOKACHIOKI EARTHQUAKE Soils and Foundations. ,vol. 10, pp. 52- 71 ,(1970) , 10.3208/SANDF1960.10.2_52
I M Idriss, K L Lee, H B Seed, F I Makdisi, The slides in the San Fernando Dams during the earthquake of February 9, 1971 Journal of Geotechnical and Geoenvironmental Engineering. ,vol. 101, pp. 651- 688 ,(1975) , 10.1061/AJGEB6.0000178
Kenji Ishihara, Simple Method of Analysis for Liquefaction of Sand Deposits During Earthquakes Soils and Foundations. ,vol. 17, pp. 1- 17 ,(1977) , 10.3208/SANDF1972.17.3_1