基础工程习题(国外英文资料).docx

基础工程习题(国外英文资料).docx

《基础工程习题(国外英文资料).docx》由会员分享，可在线阅读，更多相关《基础工程习题(国外英文资料).docx（17页珍藏版）》请在冰豆网上搜索。

基础工程习题（国外英文资料）

Sellerchoice

Accordingtotheextentofthedamagecausedbythedamageofthebuildingortheinfluenceofthenormaluse,thefoundationdesignisdividedinto（）thedesignlevel.

AtwoBthreeCfourDfiveshouldbebelowthedesign

Theextensionbasedoesnotinclude（）.

Acolumnunderbar.BcolumnundertheindependentfoundationCwall.Dwithoutanyreinforcement.

Toprotectthefoundationfromhumanandbiologicalactivity,thefoundationisdesignedatleasttheground（）.

A0.1mB0.2mC0.3mD0.5m

Inadditiontotherockfoundation,thefoundationisgenerallynotlessthan（）.

A0.4mB0.5mC1.0mD1.1.5m

Theloadeffect（）onthebasefloorareawhenthebasefloorareaisdeterminedbythebearingcapacityofthefoundation.

Ashouldbecombinedwiththenormalloadeffectofthelimitstate.

Bshouldbeinaquasi-permanentcombinationoftheloadeffectunderthenormallimitstate.

Cshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,andthecorrespondingpartialcoefficientsareapplied.

Dshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,butthecoefficientsareall1.0.

Whencalculatingthedeformationofthefoundation,theloadeffectonthebasesurfaceis（）.

Ashouldbecombinedwiththenormalloadeffectofthelimitstate.

Bshouldbeinaquasi-permanentcombinationoftheloadeffectunderthenormallimitstate.

Cshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,andthecorrespondingpartialcoefficientsareapplied.

Dshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,butthecoefficientsareall1.0.

Whencalculatingthepressureoftheearthwall,theloadeffectis（）.

Ashouldbecombinedwiththenormalloadeffectofthelimitstate.

Bshouldbeinaquasi-permanentcombinationoftheloadeffectunderthenormallimitstate.

Cshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,andthecorrespondingpartialcoefficientsareapplied.

Dshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,butthecoefficientsareall1.0.

Theloadeffect（）whencalculatingtheinternalforceofthecalculation.

Ashouldbecombinedwiththenormalloadeffectofthelimitstate.

Bshouldbeinaquasi-permanentcombinationoftheloadeffectunderthenormallimitstate.

Cshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,andthecorrespondingpartialcoefficientsareapplied.

Dshouldbebasedonthebasiccombinationoftheloadeffectunderthenormallimitstate,butthecoefficientsareall1.0.

Thebearingcapacityofthefoundationsoilcanbedeterminedby（）.

AchambercompressiontestBinsituloadtest.Csoilparticleanalysistest.Drelativedensitytest.

Whencalculatingtheshort-termbearingcapacityofthefoundationsoil,theindexofshearstrengthis（）.

Anottobeconsolidatedwithoutdrainage.BsolidundrainedshearindicatorCconsolidationdrainage

Thetheoreticalformulaforcalculatingtheeigenvalueofthecalculatedfoundationbearingcapacityofthefoundationofthefoundationdesignspecification（gb5007-2002）isbasedon（）.

ThecriticalloadofPcrBcriticalloadisP1/4Ccriticalload

Theshort-termcapacityofthefoundationisindependentof（）.

AfoundationburieddeepBinthebasewidthCsoil

13whenthebasewidthismorethan3morembedmentdepthisgreaterthan（）,fromtheloadtestorotherin-situtest,thespecificationformmethodtodeterminethecharacteristicvalueofsubgradebearingcapacityshouldberevised.

A0.3mB0.5mC1.0mD1.1.5m

Theeigenvalueofthefoundationbearingcapacity（）isnotrequiredforthebasewidthanddepthcorrection.

TheshearstrengthindexofAsoiliscalculatedbythetheoreticalformulaoftheBfoundationloadtestC

Forframestructure,thefoundationdeformationisusuallycontrolledby（）.

AsedimentationBsubsidenceCtiltingD

Formasonrybearingstructure,thefoundationdeformationisusuallycontrolledby（）.

AsedimentationBsubsidenceCtiltingD

Fortallstructuresandhigh-risebuildings,thegrounddeformationisusuallycontrolledby（）

AsedimentationBsubsidenceCtiltingD

Whencalculatingthedeformationofthefoundation,thepressureappliedtothesurfaceofthefoundationisadopted（）.

AbasepressureBbasepressureDbasepressure

19verticalandhorizontallinesizelargedifferenceofhigh-risebuildinginbasicorboxfoundation,theloaddistributionandthefoundationsoilisundertheconditionofuniform,fromasecurityperspective,thefirstistostrictlycontrol（）.

AmeansubsidenceofB,themaximumsettlementofC,theslopeofC,andthelateraltiltofD

20（）shouldbecheckedforstability.

A