斜向荷载作用下倾斜桩沉降特性三维有限元地分析.pdf

堑婆工些太堂亟±堂焦丝塞 筮囱煎夔佳旦王筮斜壁远隆挂：睦丝三丝直匮霾坌蚯 ofthe is smallerthanthatofthe whichthe angle pilebodyslightly loading，of optimal inclinationofthe needs angle pilebody tobefurtherconfirmedbasedonother theinclined ontheinclined isbetterto conditions．⑤When loadingacting pile．it resist the and toreducethe loadingcorrespondingly piletopdisplacementby the ofthe than the diameterifthesoilofthe changinglength pile changingpile pile bottomiSbetter． effectofthebatteredsetinthe onthe and (4)The pile pilegroup bearingcapacity settlementcharacteristicsunderinclined loadinosis finiteelement analyzedusing methods．Theresultsindicate numberof that：①The pilerigidity,soil properties，the inclined andits themainfactorsthataffectthe pile，pilelength inclination，etc．，are inclined settlementundertheinclined of30。ofthe pilegroup loading．②Inrange ofinclined theinclinationofthe smallerthe angle pile，thebigger angle pileis，the centersettlementofthecushioniswhenthe cap inclinationoftheinclined angle is centersettlementofthecushion when 30。．③The loading capchangesobviously the inclinedisbetween1 of 0。and20。butiftheinclinationis angle