Soil liquefaction during recent large-scale earthquakes :
- 出版日期：c2014.
- 出版者：CRC Press,
- 页数：xvi, 263 pages :
- 出版地：Boca Raton :
- 第一责任说明：editors, Rolando P. Orense, Ikuo Towhata, Nawawi Chouw.
- 尺寸：26 cm
- 分类号：a478.08
- ISBN：9781138026438 (hardback) :
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02h0064248 20150212171045.0 150122s2014 flua frb |101|||eng d 9781138026438 (hardback) : CNY983.00 YDXCP eng rda YDXCP OCLCQ ; UV0 ; CDX ; IPL ; NFP ; BDX ; OCLCQ ; CNNGL TA710.A1 N49 2013 624.1513 a478.08 aTU43-532 v5 New Zealand - Japan Workshop on Soil Liquefaction During Recent Large-Scale Earthquakes (2013 : Auckland, N.Z.) Soil liquefaction during recent large-scale earthquakes : selected papers from the New Zealand - Japan Workshop on Soil Liquefaction During Recent Large-Scale Earthquakes, Auckland, New Zealand, 2-3 December 2013 / editors, Rolando P. Orense, Ikuo Towhata, Nawawi Chouw. Boca Raton : CRC Press, c2014. aBoca Raton : bCRC Press, c[2014] ; c＠2014 xvi, 263 pages : illustrations ; 26 cm atext btxt 2rdacontent aunmediated bn 2rdamedia avolume bnc 2rdacarrier "A Balkema book." Includes bibliographical references and author index. Soil & site characterization -- A summary of strong ground motions observed in the Canterbury earthquake sequence / B. Bradley -- Geotechnical site characterisation using Screw Driving Sounding method / R.P. Orense, Y. Mirjafari and N. Suemasa -- Repeatability of SPT testing in Christchurch soils with reference to the liquefaction potential / P. Clayton -- Analysis of liquefaction characteristics at Christchurch strong motion stations / L. Wotherspoon, R. Orense, R. Green, B. Bradley, B. Cox and C. Wood -- Geophysical survey of two piers affected by liquefaction-induced lateral spreading for the 2010 Maule earthquake / E. Saez, C. Ledezma, G. de la Maza, M. Cortes and S. Brunet -- Liquefaction triggering -- The influence of near-fault motions on liquefaction triggering during the Canterbury earthquake sequence / L. Carter, R. Green, B. Bradley and M. Cubrinovski -- Rate of dissipation of excess pore water pressure in a liquefiable sand deposit / S. Iai and K. Nagaura -- Laboratory tests on cyclic undrained behavior of loose sand with cohesionless silt and its application to assessment of seismic performance of subsoil / I. Towhata, K. Gunji, Y.A. Hernandez and S. Yamada -- Slope failures in residential land on volcanic fills during the 2011 Great East Japan earthquake / M. Hyodo, R. Orense and T. Noda -- Liquefaction effects on structures -- Liquefaction effects in the Central Business District of Christchurch / J. Bray, M. Cubrinovski, J. Zupan and M. Taylor -- Effects of lateral spreading on bridges in the 2010-2011 Christchurch earthquakes / M. Cubrinovski, A. Winkley, J. Haskell, K. Robinson and L. Wotherspoon -- Influence of foundation pinning and deck resistance on the response of a Chilean bridge abutment to lateral spreading / C.R. McGann and P. Arduino -- Piles in liquefiable soil: kinematic and inertial interaction / M. Pender, M. Willis and P. Algie -- Liquefaction countermeasures -- Mitigation of liquefaction-induced damage to residential houses by shallow ground improvement / T. Kiyota, K. Tani, K. Matsushita, T. Hashimoto, A. Yamamoto, H. Takeuchi, T. Noda, H. Kiku and J. Ohbayashi -- New liquefaction countermeasures for wooden houses / S. Yasuda -- Verification of effectiveness of liquefaction countermeasures during past large scale earthquakes in Japan / K. Harada, J. Ohbayashi, J. Matsumoto, H. Yoshitomi, S. Yasuda and R. Orense -- Effectiveness of inhibiting liquefaction triggering by shallow ground improvement methods: initial field shaking trials with T-Rex at one site in Christchurch, New Zealand / K.H. Stokoe, II, J.N. Roberts, S. Hwang, B.R. Cox, F.Y. Menq and S. Van Ballegoy -- The design of open grid deep soil mixing (DSM) foundation on earthquake related projects / A. O'Sullivan, S. Terzaghi and R. Orense -- Liquefaction mitigation using secant piles wall under a large water tank / E. Sa虂ez and C. Ledezma -- Soil-structure interaction in non-liquefied ground -- Effect of SFSI on the response of soil / X. Qin and N. Chouw -- Effects of subsoil on seismic wall stresses in liquid storage tanks: experimental findings / M. Ormen虄o-Godoy, T. Larkin, and N. Chouw -- Summary of Discussion Session 1 -- Summary of Discussion Session 2 -- Photos -- Author Index. Soil Liquefaction during Recent Large-Scale Earthquakes contains selected papers presented at the New Zealand – Japan Workshop on Soil Liquefaction during Recent Large-Scale Earthquakes (Auckland, New Zealand, 2-3 December 2013). The 2010-2011 Canterbury earthquakes in New Zealand and the 2011 off the Pacific Coast of Tohoku Earthquake in Japan have caused significant damage to many residential houses due to varying degrees of soil liquefaction over a very wide extent of urban areas unseen in past destructive earthquakes. While soil liquefaction occurred in naturally-sedimented soil formations in Christchurch, most of the areas which liquefied in Tokyo Bay area were reclaimed soil and artificial fill deposits, thus providing researchers with a wide range of soil deposits to characterize soil and site response to large-scale earthquake shaking. Although these earthquakes in New Zealand and Japan caused extensive damage to life and property, they also serve as an opportunity to understand better the response of soil and building foundations to such large-scale earthquake shaking. With the wealth of information obtained in the aftermath of both earthquakes, information-sharing and knowledge-exchange are vital in arriving at liquefaction-proof urban areas in both countries. Data regarding the observed damage to residential houses as well as the lessons learnt are essential for the rebuilding efforts in the coming years and in mitigating buildings located in regions with high liquefaction potential. As part of the MBIE-JSPS collaborative research programme, the Geomechanics Group of the University of Auckland and the Geotechnical Engineering Laboratory of the University of Tokyo co-hosted the workshop to bring together researchers to review the findings and observations from recent large-scale earthquakes related to soil liquefaction and discuss possible measures to mitigate future damage. Soil Liquefaction during Recent Large-Scale Earthquakes will be of great interest to researchers, academics, industry practitioners and other professionals involved in Earthquake Geotechnical Engineering, Foundation Engineering, Earthquake Engineering and Structural Dynamics. Soil liquefaction ; Earthquakes ; Soil dynamics Congresses. ; Congresses. ; Congresses. aOrense, Rolando P., ; eeditor. ; aTowhata, Ikuo, ; eeditor. ; aChouw, Nawawi, ; eeditor. aCN b010001 010001 478.08 N42 gljx1501 rCNY983.00