宖嵹嶨帍乮榓乯丗
搚栘妛夛擭師妛弍島墘夛島墘奣梫廤戞3晹
Vol丗
48姫
擭丗
1993擭
暸丗
472-473暸
挊幰乮榓乯丗
桍敤丂嫓丆埨揷丂恑丆媑揷丂朷丆幊摴丂楁
僞僀僩儖乮榓乯丗
夁埑枾岠壥偵塭嬁傪梌偊傞梫場偺尋媶
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彺榐乮榓乯丗
夁埑枾偑塼忬壔嫮搙偵塭嬁傪媦傏偡偙偲偼眰陚軅艂蓚鄬唫硞陚膫珎膫椤偟偐偟側偑傜競陚虖陯噦蓚▊膫啶憡懳枾搙偑50%掱搙埲忋偺斖埻偱専摙偑峴側傢傟偰偄傞粋眰艝{尋媶偱偼姂螙x偑50%傛傝傕彫偝偄応崌偵偮偄偰簱鄬J曉偟嶰幉帋尡偵傛傝邎硸虊t忬壔嫮搙偵梌偊傞塭嬁傪挷傋偨邎硸鋫4偲偟軅綀硸殫饌虊e嬁傪挷傋傞偨傔偵夁埑枾傪410夞孞曉偟偨粋虒媺胜師偺傛偆側偙偲偑柧傜偐偵側偭偨(1)夁埑枾斾偑戝偒偄傕偺傎偳塼忬壔嫮搙偺憹壛棪偑戝偒偄(2)憡懳枾搙偑旕忢偵彫偝偔側傞偲邎硸蓚鎮閴e嬁偑戝偒偔側傞(3)埑枾棜楌偑懡偄傕偺傎偳塼忬壔嫮搙偺憹壛棪偑戝偒偔側傞
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僉乕儚乕僪乮榓乯丗
塼忬壔丆嵒丆枾搙丆嫮搙丆夁埑枾
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宖嵹嶨帍乮塸乯丗
PROCEEDINGS OF ANNUAL CONFERENCE OF THE JAPAN SOCIETY OF CIVIL ENGINEERS
挊幰乮塸乯丗
Yanagihata Tohru,Yasuda Susumu,Yoshida Nozomu,Shinji Rei
僞僀僩儖乮塸乯丗
FACTORS EFFECTION TO LIQUEFACTION STRENGTH OF OVERCONSOLIDATED SAMPLES.
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彺榐乮塸乯丗
Several cyclic triaxial tests were performed under undraind condition,in order to study the liquefaction strength of overconsolidated sand.Toyoura sand were used in the tests.From the tests,following results were obtained:(1)the increasing rate of liquefaction strength had relation to the overconsolidation ratio,(2)the increasing rate of liquefaction strength had relation to the relative density of sand specimen,and (3)the increasing rate of liquefaction strength had relation to the number of cycles of overconsolidation.
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僉乕儚乕僪乮塸乯丗
liquefaction,sand,density,strength,overconsolidation
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婰帠嬫暘丗
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嬫暘
丂丂丂埾堳夛榑暥廤