OALib Journal期刊
ISSN: 2333-9721
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复杂应力条件下饱和南京细砂门槛剪应变特性
, PP. 28-32
Keywords: 饱和南京细砂,初始应力状态,门槛剪应变,空心圆柱扭剪仪,循环扭剪
Abstract:
?利用gds空心圆柱扭剪(hca)仪,对相对密度dr=50%的饱和南京细砂进行三向非均等固结条件的循环扭剪试验,研究初始主应力方向角(α0)、初始偏应力比(η0)、初始平均有效主应力(p0)和初始中主应力参数(b0)4个初始固结应力参数对门槛剪应变(γt)的影响。研究结果表明:当其余的3个初始固结应力参数不变时,γt随着任一参数η0、p0或b0的增大而增大;α0对γt的影响较大,且当α0从0°到45°的增大过程中,γt逐渐变小;当α0从45°增大到90°的过程中,γt逐渐变大;当α0≈45°时,主应力方向对γt的影响起主导作用,偏应力比的影响被弱化。
References
[1] | drnevichvp,halljr,richartjr.effectsofamplitudeofvibrationontheresponseofsoftclaydeposits[j].procintsympgeotechengofsoftsoils,1967,2:51-87.
|
[2] | silverml,seedhb.volumechangesinsandsduringcyclicloading[j].jsoilmechandfoud,asce,1971,97(9):1171-1182.
|
[3] | youdlt.compactionofsandsbyrepeatedshearstraining[j].jsoilmechandfoundeng,asce,1972,98(7):709-725.
|
[4] | dobryr,laddrs,yokelfy,etal.predictionofporewaterpressurebuildupandliquefactionofsandsduringearthquakesbythecyclicstrainmethod[r].washington,d.c.:natbureauofstandards,buildingscienceseries,1982:138.
|
[5] | chungrm,yokelfy,wechslerh.porepressurebuildupinresonantcolumntest[j].jgeotecheng,asce,1984,110(2):247-261.
|
[6] | rayrp.changesinshearmodulusanddampingincohesionlesssoilsduetorepeatedloading[d].lansing:univofmichigan,1984.
|
[7] | kimds.deformationalcharacteristicsofsoilsatsmalltointermediatestrainsfromcyclictests[d].austin:univoftexasataustin,1991.
|
[8] | vuceticm.cyclicthresholdshearstrainsinsoils[j].jgeotecheng,asce,1994,120(12):2208-2228.
|
[9] | ishiharak.soilbehaviourinearthquakegeotechnics[m].newyork:oxforduniv.pressinc.,1996:152-179.
|
[10] | hsucc,vuceticm.dyanmicandcyclicbehaviorofsoilsoverthewiderangeofshearstrainsinngi-typesimplesheartestingdevice[r].california:researchrep.no.uclaeng-02-228,civilandenvironmentalengineeringdept.,univ.ofcalifornia,losangeles,2002.
|
[11] | dongsk,yunwc.cyclicthresholdshearstrainsofsandsbasedonporewaterpressurebuildupandvariationofdeformationcharacteristics[j].internationaljournalofoffshoreandpolarengineering,2006,16(1):57-64.
|
[12] | tabatak,vuceticm.theeffectsoftherateofloadingandfrequencyonthebehaviorofsoiolsatsmallmonotonicandcyclicshearstrain[r].california:uclaresrarchrep.no.eng-04-251,civilandenvironmentalengineeringdept.,univ.ofcalifornia,los.angeles,2004.
|
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