参考文献/References:
[1] RandolphMF,MartinCM,HuY.Limitingresistanceofa
sphericalpenetrometerincohesivematerial[J].Geotech-
nique,2000,50(5):573-582.
[2] RandolphM F,HeferPA,GeiseJM,etal.Improved
SeabedStrenghtProfilingUsingT-BarPenetrometer[C]//
OffshoreSiteInvestigationandFoundationBehaviour’New
Frontiers:ProceedingsofanInternationalConference.Society
ofUnderwaterTechnology,1998.
[3] RandolphMF,HoulsbyGT.Limitingpressureonacircular
pileloadedlaterallyincohesivesoil[J].Géotechnique,
1984,34(4):613-623.
[4] MartinCM,RandolphMF.Upper-boundanalysisoflateral
pilecapacityincohesivesoi1[J].Géotechnique,2006,56
(2):141-146.
[5] 范庆来,栾茂田,刘占阁.软土中T型触探仪贯入阻力
的数值模拟[J].岩土力学,2009,30(9):2850-2854.
[6] 郭绍曾.静力触探测试技术在海洋工程中的应用[J].
岩土工程学报,37(S1):207-211.
[7] 周琪,于龙.考虑黏土应变软化的锚板承载力数值
分析[J].水利与建筑工程学报,2014,12(4):124-128.
[8] 张辉,于龙,王博,等.砂土中埋设管线竖向抗拔
特性研究[J].水利与建筑工程学报,2015,13(5):156-
160.
[9] LowHE,RandolphMF,LunneT,etal.Effectofsoilchar-
acteristicsonrelativevaluesofpiezocone,T-barandballpen-
etrationresistances[J].Géotechnique,2011,61(8):651-664
[10] ZhouH,RandolphMF.Resistanceoffull-flowpenetrome-
tersin rate-dependentand strain-softening clay[J].
Géotechnique,2009,59(2):79-86.
[11] ChungSF,RandolphM F.Penetrationresistanceinsoft
clayfordifferentshapedpenetrometers[C]//Proc.2ndInt.
Conf.onSiteCharacterisation,Porto.2004,1:671-678.
[12] EinavI,RandolphMF.Combiningupperboundandstrain
pathmethodsforevaluatingpenetrationresistance[J].Inter-
nationalJournalforNumericalMethodsinEngineering,
2005,63(14):1991-2016.
[13] WhiteDJ,GaudinC,BoylanN,etal.InterpretationofT-
barpenetrometertestsatshallowembedmentandinverysoft
soils[J].CanadianGeotechnicalJournal,2010,47(2):
218-229.
[14] ChenZ,ThoKK,LeungCF,etal.Influenceofoverbur-
denpressureandsoilrigidityonupliftbehaviorofsquare
plateanchorinuniformclay[J].ComputersandGeotech-
nics,2013,52(7):71-81.
[15] MartinCM,RandolphMF.Upperboundanalysisoflateral
pilecapacityincohesivesoil[J].Geotechnique,2006,56
(2):141-145.