北京某项目cfg桩复合地基处理工程设计方案中英文

PAGEPAGE208CraftFoodBDAprojectandCFGpilecombinedfoundationtreatmentprojectxx项目CFG桩复合地基处理工程DesignTechnologyDocuments设计技术文件Design设计：Approved审定：Manager负责人：Designdepartment：设计单位：Biddingdepartment：.投标单位：TablesofContent目录ChapterOne:Introductionoftheproject一、工程概况ChapterTwo:Contentsoftheproject二、工程项目内容ChapterThree:Introductionofengineeringgeology三、工程地质情况介绍浮Chap挺ter尺Four圾:Se侵lect旋ing略sche冷me渔四、方案叮的选择晨Chap罗ter镇five筐:名Sele劝ctin箭gth盈e职sche崇meo喊f屑comb乒ined番foot贼ing脱五、编制明依据及设财计原则霉Chap薪ter振Six:燥Sel倒ecti暮ngc倘onst猴ruct钩ion掌tech级nics健六、施工剃工艺选择跌Chap侨ter情seve鸦n:D公esig佩ning五and驴姻calc这ulat享ing述com殊bine趁dfoo拨ting愿of庭CFG声pile朝七私、沟CF巷G笨桩复合地盛基设计及督计算直Chap习ter害eigh歉t:C冈heck长com证puta蔬tion项s细of哭comb第ined师foot锅ing火ofC盯FGp买ile碰八助、蛙CF色G还桩复合地赚基验算虎Chap耗ter诱Nine案:De杆sign搅ing障para粪mete史ran旬d那conc盯lusi岂on夹九、设计索参数及结灶论楚Chap或ter累Ten:负Con犯stru歉ctio殊ndr患awin惰g域十、施工抚图客Chap撞ter珠Ele粱ven侧:De稻sign糖qua申lity氏cer送tifi斧cate洞十一、设晕计资质证疮书浊G邀eote博chni忍cal驰engi牵neer闸ing棕des淘ign痕cert劲ific使ate(钟The货Firs玉tGr壮ade)睬岩土工程纵设计证书鼓（甲级）蹦Buil讲ding证eng安inee开ring斧des衡ign唤cert顽ific真ate(妄The困Firs养tGr吗ade)尼建筑工程颗设计证书炊（甲级）浩一揉、笔Intr烘oduc粘tion席of播the慎proj看ec摸t直工程概况紫The颜Craf测tFo胆odB像ADP戏roje懂ctl御ocat亏esa如t碑Beij絮ing誉Eco批nomi饭can写dTe顿chno斜logi虎cal取Deve提lopm需ent晴Area锣.魄x乞x荒项目工程料地址位极于乎x瓦x舞经济技术罢开发区。胖The陶topo馅grap今hy促of庸the粮cons踩truc焦tion朽are蛮ais转eve该nan扛dwi呜den,桑怖the仔nat渣ure巴grou弹nde惭leva给tion或is宫betw吐een截24.9较9捐ma偏nd2豪5.55恢m芦.警施工区域享地势平坦恨开阔，自冠然地面标以高匆24.9辫9~25柄.55例m横。岛The沉cons碎truc兼tion丈com迁pany郊is笑Craf她tFo苏od(拿Chin翼a)C帖o.Lt镜d.贿本工程建庙设单位是冬：世x宵x脊有限公司鼓。符The遗comp嫌any葱of尽the近top鞋敢desi序gnof杨buil念ding楼andc盲ivil秋engi莫neer修ings刺truc借ture慈sis妇The畅Ele尺vent当hDe畜sign辛&R环esea无rch危Inst建itut滩eof步IT,催Co.铅,Lt段d粉.冰本工程上聋部结构设笋计单位是慎：赔x崭x锡有限公司捆。校二直、燃Conn懒ents赞of铲the稻proj矿ect飞工程项目竿内容尸Beca懂use鸦the曲natu洞ral江bear都ing什stra姥tum惜is肯two物laye勒r刮sof设陷clay踏eys写ilt隔as面well献as茂silt际ycl烟ay脊,半theb乐eari魂ngc演apac巾ity邪of馒natu饱ral娘foun榆dati近onso桥ili疑s角110K衣pa,肯whic仰hca省nno议tan鼻swer症the诞nee妇dso废fde旅sign照ing四requ大irem腔ents赠.蜂The求refo凤re,占itn销eeds制to锻desi欢gn艺comb勤ined库foot小ing记ofC捕FGp夏ile,拔in港orde寻rto魂mee沈t愤the运req津uire虚ment梨tha静t厘theb联eari师ngc比apac躁ity运sho放uld棍be3终00kP搞a.A滨ndt绸he轻fina屯lse疲ttle露ment堵is粉less胳tha虎n40抬mma宰swe名lla惠s嫁sett央leme址nto扭dds颈sho纸uld们bel瞒ess寒than角0.净2艳％观.眼由于天然律地基持力缠层典为挂2材层粘质粉款土、粉质汇粘土，天盖然地基承况载打力贸110K桌pa音.翁承载力不浸能满足设姨计要求。闭为此设计蒸要求事采奇用商CF泉G式桩复合地蛋基处理壳，满足基读底承载健力小300k追P混a册的要求，肉最终沉降柴量小戏于迎40m汽m障，沉降差狡小养于弯0.再2阅％。划三销、亩Intr于oduc表tion汇of祝engi眯neer碌ing撤geol石ogy组工程地质尾情况介绍昏3.1莫Char扎acte藏rist重ics左of撇lith餐olog行y直3.简1迟岩性特征脉Acco祥rdin只gto豪the梳亭geot诊echn卸ical启inv跳esti客gati须onda膝ta凡,屯thes谢trat续um窑of延the按com器pany总loc践atin鞠gar伏eac氏anb葛ede技vide沾din床tos劫ix种laye犬r贝s,战the讲one穿to轨thre描e粉laye依r出sar霞ere惧cent堂完sedi削ment笔,th沃eot忠hers启are渡露quat夏erna削ryp膨erio鹊d拿sedi术ment的ary伙laye陶r晃s.这The途str吨uctu喷reo珍f途stra担tum买as计well栗as伐geot毛echn挤ical食cha浸ract秤eris劳tics孤察from筹top山to绒bott摸om盖in腊twen是ty-f用ive勉mete液rsd那epth岔ran销gea学res柔tate香dse沾para武tely疤as塑foll贺ow危:制根据岩土搏工程勘察掘资料显示着，厂址区怪地层分熊为石6牧层版，近1-粉3懂层为新近丘沉积，其伏余为第四搅系沉积层止，给2现5茎米深度范问围内地层怎结构及岩载土特性自碧上而下分冻述如漠下荡:胆A念rtif姻icia堤l巨ful物ling虎soi滋l赚laye馋r侄:It突sco旨lor瞎is腹file渔mot当,we海t稠ins恼ome叉sort协,an溜dth芽is虏laye伯r聚is遭main戴lyf非arm蕉soil施.Th节ede查pth伐is聋0.迫3管～骨1.80貌met达ers.查人工填土橡层：黄褐敏色，稍湿压，本层主隶要为耕土慌。层东厚醋0.已3缺～逃1.8统0春米。笑C点laye矮ysi温lt驻as腿well惰as越silt陈ycl挽ay蜻:霜Its阳colo拘ris谎废file汁mot久to背brow眨n致-晴yel搞low甜,we愁t匆ins裙ome负sort糊,be躬ing亭fict剧ile档.Th劳ede祖pth班oft因his孤laye巩ris吗首2.灶9红～锋6.3狼mete椅rs渣.反粘质粉土虑、粉质粘封土：黄循褐筝-福褐黄色，节稍湿，可热塑，该层价土层中厚屯2.但9盈～片6.购3乌米。嗓S易andy哪sil微t环as饲well悟as百silt狱y拖san技d:T椅hec且olor新is舰yell丈ow-生gra咸y执to茂gray管,群wet崇ins更ome霜sort听,mi刘ddle朋-den粪sity丹.Th案ede樱pth杯oft好his担laye赛ris惜虑2.切6抖～稍6.5悼mete顶rs奴.堵砂质粉土忆、粉砂：掘黄泻灰樱-遭灰色，稍满湿，中密章，。该层她土层屈厚省2.阶6灵～极6.骨5妻米。薄S俊ilty挤cla渴y狐as纱well猫as脉c洋laye吗ysi胡lt化:盖Its爬colo清ris证亦brow纵n用-磁yel搭low梨,be唐ing案wet允and榴fict来ile股.It鄙als时oco涨nten支ts旺mica惊and句端ferr棉ico猪xide梯.Th恰ede卖pth粘oft孩his扣laye弦ris表3.渐8狭～捎9.70鸟met蚂ers禽.宜粉质粘土闹、粘质粉垫土：褐黄甘色，湿，封可塑，含杆云母及氧耕化铁，该失层土层絮厚石3.8~听9.7禾0肚米。滨F印ine码sand客as尤well忌as或silt迷y楚san洁d:悄Its储colo廊ris掉我brow纷n瞎-闲yel与low赖,be鸡ing染of票satu课rati菠on惠,mi摧ddle议-den绑sity扔to赛dens当ity.睁It睬also丙con剪tent列s折mica劫and叛疑quar烫tz岭.Th啦isl胆ayer捎has纺not夕be敏pene农trat矩e陡d肢thr拴ough居lyi嘴nso慌mep咽art.续细砂、粉乱砂：褐黄痛色，饱和肚，中并密劫-医密实，含行云母石英兔，该层局分部未穿透梦。粉S绢ilty浊cla弱y绵as场well随as留heav哨ys抱ilty屿cla屠y缺:堤tsc互olor纪is泻brow贱n签-夹yel服low钞,be馋ing佣wet,熊and姿thi打sla到yer童has千not割be遣pene类trat务e铅d.饿粉质粘土居、重粉质牺粘土：褐呈黄色，湿着，该层未屋穿透。铅3.2亮Phys冶isca另l棒mech卵anic庄al少cha阀ract傍eris赛tic进物理力学档性质Serialnumber序号Typeofsoil土类型Unitweight容重(kN/m^3)Modulusofcompressibility压缩模量(MPa)Bearingcapacity承载力(kPa)1Non-fullingsoil素填土//2Siltyclayaswellasclayeysilt粘质粉土、粉质粘土20.04.0110.02-1Sandysiltaswellassiltysand砂质粉土、粉砂20.07.0120.02-2Clayaswellasheavysiltyclay粘土、重粉粘土18.53.0100.03Sandysiltaswellassiltysand砂质粉土、粉砂20.27.0130.03-1Clayeysiltaswellassiltyclay粘粉、粉粘20.35.0110.03-2Clayaswellasheavysiltyclay粘土、重粉粘18.53.5110.04Clayeysiltaswellassiltyclay粘粉、粉粘20.25.0140.04-1Sandysilt砂质粉土20.58.0180.04-2Heavysiltyclayaswellasclay重粉粘、粘土20.05.5150.04-3Finesandaswellassiltysand细砂、粉砂-10.0180.05Finesandaswellassiltysand细砂、粉砂-15.0220.05-1Clayeysilt粘质粉土5-2Sandysilt砂质粉土19.46Siltyclayaswellasheavyclay粉粘、重粉粘19.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业Ceme妈nt-F消lyas坝h-Gr罚avel歌pil州e(C腐FG)仙ente愧rsi悬nto为the腊bear孙ing盈stra厦tum膀of关silt潮ysa章nd问as体well母as响fine者san篮d暂.If疑the侍附blun尼t群est厕47#难dril凭ling等hol通eco菠mei远nto风five萍播bear创ing坑stra剥tum糊s,w阔hich肚dep艘thi河s54给cm,贫the怠othe允rsc逮ome茶into义the择dep缠tho梦f遵bear蜂ing错stra伶tum队wil货lbe开lar涉ger殃than帝54c寻m.怎振桩底标高类坐落遇于漫6.75崖m,CF西G程桩进克入展5隆层粉砂、智细砂持力岗层。在最班不伞利弃4购7择号钻孔进窗入林5雹层持力层关深度葡为热54c看m简，其它钻锣孔进入持肾力层深度哗＞收54c俘m历。仙The边effe斑ctiv漆ele宾ngth馅of汤pile昂equ举als呼to钳the沈elev致atio仇nof士茶bott妹omo芽fpi漠le(撒23.6替5me茶ters要)滋sub芳trac合t庆sth康e亮elev泊atio薪nof符闻bott寄omo陶fpi墙le(规6.75叉met汁ers)决,an模dth普ere它sult牲is睬16.9渔0me挂ters走.犹有效桩长妇＝桩底标怀高填23.6刘5m利-傻桩底标绿高扎6.75申m=16踏.90m李Ther传aftf狸ound缠atio概n:原The跪effe冶ctiv劈ele未ngth涂of巨pile内is哀15.7岔0met见ers.浓筏板基排础锣;锡有效桩歪长毫15.7匠0m脊The裹elev慕atio役nof抚劈bott嫂omo饺fpi标lei颈s7.爪95me椒ters周,客the悲Ceme应nt-F什lyas破h-Gr悦avel烫pil比e(C蹈FG)策ente午rsi吸nto港the续bear铸ing灵stra财tum唤of柱S鹊andy烈sil羞t钱.If祝the耕宝blun哑t吨est洒51#东dril叼ling甜hol涝eco滩mei毕nto危five撒得bear籍ing若stra感tum澡s,w冶hich恢dep歪thi普s54途cm,拾the用othe凶rsc洪ome属into蛋the贯dep究tho授f僻bear报ing绵stra翅tum糠wil阀lbe门lar岔ger虎than促54c雕m.柳驰桩底标高滤坐落态于棉7.95某m,CF赤G灾桩进简入其5盐层粉砂、援细砂持力幸层。在最与不砍利揭5袄1奋号钻孔进玻入拒5胳层持力层岸深度垄为左57c宋m食，其它钻拼孔进入持诱力层深度优＞碗57c敌m记。昼The栋effe膏ctiv关ele洋ngth台of兼pile添equ肿als乔to何the尸elev知atio钩nof知序bott坦omo血fpi弦le(留23.6捏5me阳ters厦)烟sub旁trac非t锤sth托e锦elev健atio雅nof踏棍bott景omo谢fpi怪le(灭7.85纤met主ers)筋,an希dth阀ere脾sult筒is配16.9俗0me禾ters免.预有效桩长追＝桩底标本高爬23.6垂5m料-战桩底标京高睛7.95山m=15肥.70m候7.3某Diam逗eter泥of楚pile恳桩径柿The筛size款of冒the划pil更edi浆amet救eri揭sde线sign味ed公400m掌m,a筹ccor歉ding狐to恋the樱sel途ecte不dma漏king搞pil旋ede昏vice姨.督根据所选换用的成桩门设备，设插计桩溪径料400m若m第。风7.4凝Calc梳ulat护ing底the赚char徐acte目rist品icv批alue震R铲k他of步bear尽ing注capa轨city即of眠a欲sing门le悲pil绩e朴押单桩承载伍力特征脂值处R筐k家的计算灶The歼char转acte帆rist断icv辜alue驶R匆k续of眯bear冒ing毫capa衣city涨of射a尾sing绣le家pil茧eca裳nbe耻cal件cula址ted仁as咸the转fol映lowi逃ng欣form乘ula喂:秀其单桩承更载力标准百值之R呼k迫按下式计榆算：州R周k逆=斯畜（丽U唱p桥Σ倒q在si率h挖i枝+q骂p持A漫p各）万/K句Int棋his侵form震ula易:U族p占其中：龟repr僻esen些tst岗he烫peri茫mete美r颤of遥pile皮0.4乏*3.1歌4争＝膝1.25阵6m;U坊p怨—深—捉桩的周跨长器0.4*菜3.1纷4钱＝营1.25龙6序m编；详q妻si我re政pres宜ents童the垃sta立ndar腿dva肥lue殿of挎ulti骆mate出late辫ral杀fric弓tion区alr可esis鸣tanc廊e触of鸡I叛lay介er;q版si火—脑—雨第伟I剧层土的极勾限侧摩阻箩力标准值泉；并h辰i脂re金pres自ents作the嚼dep锁tho帝f睬I喉lay摧er;h珠i置—昌—灭第姿I聪层土的厚显度；新q真p贪re盏pres婶ents如the刷sta没ndar悄dva醉lue费oft波hes伶oil是resi黎stan肚ce唤of踢the却end妨ofp坚ile;皂q闷p团—骨—演桩端土阻延力标准值赠；邻Kre粥pres掠ents何疼fact他oro辈fsa侧fety砖2.0;派K伯侍—可—红安全系厦数拼2.任0窝。份The冲unat聪tach领ed坛col栗umn奸foun刻dati兆on:葡The虫effe放ctiv秆ele辆ngth维of酸pile交is靠16.9孩0met粮ers.耽独立柱能基尊寄;霸有效桩叛长强16.9吧0m吨Now么sele蚀ctt涂he赔blun角t环est秀sect凤ion雾of绢47#障dril召ling来hol衔e(R仗efer敌to窃the味sect迟ion街show色ing舱in4出-4笋)泊选取最不窗利剖面刮的章4在7君号钻孔（摔参蚀考自4-4烧，素剖面）：Serialnumberofsoillayer土层编号Depthhi（m）厚度Standardvalueoflimitlateralfrictionalresistance极限侧阻力标准值qsi(KPa)hi*qsiStandardvalueoflimitendfrictionalresistance极限端阻力标准值qp(KPa)standardvalueofbearingcapacity承载力标准值fka(KPa)20.664529.71102-11.55075.012021.84581.011030.75035.01303-20.55527.511030.85040.01303-13.050150.0110041.05555.01404-30.84032.018041.55582.51404-11.36078.018041.25566.01404-11.66096.018050.545529.7800220得｛扫3.14激*0.蜻4仗（携29.7驶+75+膊81+3租5+27虑.5+4箱0+15唉0+55栽+32+斗82.5蚂+78+甲66+9始6+29两.7钳5丹）泻+3.1谢4*0.左4*0.艳4/4*法80佳0墙｝堤/元2揉＝心（仰1102商+100怠.于4膝）胸/倍2彻＝挣601.朋2KN弃Acco忆rdin松gto丛份the柿lon她g-te有rme辫xper撒ienc罚eso垦fco论nstr友ucti愧ont松hat溉our兆comp赴any仗has废obta滚ined炎,we钟def区ine用Rk=候580.渠0货KN捷.茎以本公司笑长期的施槐工经验，陪取脸Rk=扣580.撞0框KN咬。回Ther辣aftf膏ound伤atio穿n:吴The萍effe散ctiv疲ele驻ngth猫of以pile子is甩16.9他0met括ers.迁筏板基睬础巡;被有效桩涛长蹦15.6文0m科Rk=食540.慕0倡KN轮。盯7.5亏Desi悠gnin陈gth择e管repl顶acem评ent香rati便o鹊of性area赠容复合地基讯面积置换公率设计睛The料repl仆acem终ent避rati庙o宴ofa购rea宋can分bec改alcu窗late丝das闹the南foll抽owin组g日form奇ula纯:吗复合地基寄面积置换坊率按下式毛计算：躁Int短his飞form拥ula竞:f篇s席p迎，镰k浙re欣pres相ents蝴t流hec杆hara平cter常isti州cva昂lue华of净bear纵ing缠capa膏city址of塘comb走ined现foo佳ting哗曲300K熔pa机式中烘：翼f遮s州p江，监k穴—圣—案复合地基想承载力特华征坏值错300K哲Pa;务mr蔽epre腾sent扯sth吼e捧repl乐acem钩ent复rati绑o怪of掘area肢;m戏缠—菊—昨面积置换山率；腔f绣sk渣re肠pres补ents乳t搏hec春hara顽cter侦isti被cva消lue残of毁bear牺ing钳capa讯city胳of全the瞎soil食bet拿ween士pil做es1农10KP肠a;f鸣sk既—圣—波桩间土承寒载力特征元值曲110K辛P脾a奉；赞β梳re捧pres谦ents残the昌coe种ffic答ient漆of堂秒强度发链挥佣of分the识soil旬bet临ween钞pil葬es0制.90当;披β—滋—叨桩间土强顺度发挥系摸数荒0.9蒸0絮；器R卧k耍rep止rese松nts勇t住hec册hara鼠cter愈isti沙cva拆lue垒of握bear亲ing敌capa葬city移of令afr悦ee-s喉ingl势epi稠le5颗80/k默N;解R指k杀—齿—毕自由单桩河承载力特浩征肢值乐580/垂k切N舅；途A蔑p轮re客pres枯ents谱are效aof邪sec房tion深of恭pile殃0.1麦256.秒A往p貌—薪—寻桩的截面哪面英积羽0.12饶5祥6仿。却Use崇the亏abov赢e辟form锅ula脂toc件alcu举late胆the凶repl刮acem免ent既rati丈o味of惜area艰of斜this耀pro窝ject丢:麦由上式计饿算得到该边工程复合嘱地基面积狐置换倘率脚:扬The文repl株acem糟ent素rati叨o油ofa忌rea多m=(3米00-1饰10*0浆.90)棵/(58谁0/0.规1256携-110竖*0.9钓0)=0杰.045朵置换率评m=(3摊00-1更10*0斥.90)银/(58昨0/0.鼠1256惨-110筛*0.9软0)=0辫.045惯7.6狱The水desi柄gns宋tren置gth禁of验the璃body兼of摄pil魄e竿桩体强度逢设计：饼Inp樱rinc巾iple柜the冷f悲abri宽cati仗on落rat搏ioo撞fth匪ebo劈dyo予fpi林lea废rec哄ontr仓olle甩dby视the学str黑engt厘hof狸the道bod煮yof愁pil可e.T费he宰comp吸ress歉ive码stre塞ngth锁of病the慧body禽of饶pile泳能shou窄ld凑ans问wer胖the船need静sof蜓the厕fol狱lowi各ng黑form渣ula北:抓原则上桩拍体配比按配桩体强度飘控制，桩伏体试块抗晴压强度应戏满足下式析要求：偷fc路u触≥死k模σ角P稿fc狡u润≥煎k麻σ奉P复Kre牲pres斥ents沸咸fact键oro评fsa辫fety欺,3.瘦0;混K阿—误—到安全系数牵，武取私3.邮0僚；拳σ禽P献re俗pres脆ents咏the叠max踪彼stre揭ss兼of树the霞bott筒omo胃fpi炊leR裕k/Ap摄，百kPa本;娘σ湖P吓—劝—玻桩顶最大稼应备力阴R掠k/Ap立，沉kP狱a舰；主fcu>眠3*58呈0/0.永1256股=13.石85Mp台afcu捎>3*5虫80/0疾.125进6=13别.85M郊pa鸣The曾stre梯ngth扯of舞the焦conc亩rete池f顶abri妇cati熄on直rat屯ioo完fth象ebo得dyo疯fpi楼le血shou胖ld桑be笑C20.千倒桩体混凝车土配合比价强度应遭取饥C20库7.7爷P法ile非layo紧ut断布桩贩The触prin岭cipl冰eof穿pil爽ela洽yout繁:Th条eCe用ment获-Fly猛ash-胁Grav抢elp发ile妻(CFG订)sh廊ould焰be迟arra鉴nged括in软the柏rang答eof撇fou精ndat我ion.冲Det颗aile傲dsc豆heme务of释pile摔lay亩out化iss旨howi忆ngo仇nth然e裙届布桩原则刑：奔CF生G像桩布在基潮础范围内麦。具体布搏桩方案详锣见紧CF如G糟桩平面布塘置图梢八、母C拐heck扶com美puta薪tion辨s揭of简comb角ined衡foo瓦ting飘of桑CFG镇pile棋CF躺G愈桩复合地少基验算良The拉unat梦tach柏ed波col州umn仰foun谅dati乐on:醋The碌effe沸ctiv愤ele帅ngth柄of令pile症is垂16.9丽0met您ers.忙独立柱烘基偏流;刮有效桩驼长梢16.9仿0m果Impl府emen稻tch撇eck夫comp勉utat于ions木ref开erri牧ngt枣oth皮e页blun滚t纽est悲sect浆ion牺of晶47#材dril卸ling纷hol允e驱S姿eria鸭lnu谈mber猪参考最不冤利队4壳7卸＃钻孔剖勺面进行验子算脖para孤mete耻rso早f梁stra患tum朵地层参数Serialnumbe序号rTypeofsoil土类型Depthofsoil土层厚Unitweight容重Saturatedunitweight饱和容重Modulusofcompressibility压缩模量Bearingcapacity承载力(m)(kN/m^3)(kN/m^3)(MPa)(kPa)1Non-fullingsoil素填土1.220.02.00050.02Clayeysiltaswellassiltyclay粘粉、粉粘2.820.04.000110.03Sandysiltaswellassiltysand砂质粉土、粉砂1.220.07.000120.04Clayeysiltaswellassiltyclay粘粉、粉粘5.120.320.35.000110.05Siltysandaswellassandysilt粉粘、粘粉3.420.220.25.000140.06Sandysilt砂质粉土2.620.520.58.000180.07Clayeysiltaswellassiltyclay粘粉、粉粘0.420.220.25.000140.08Clayeysoil粘土0.820.020.05.000150.09Slayeysilt粉质粘土2.520.020.07.000180.0携The同dept数hof锤the忽und丸ergr滩ound腊wat蜓er:胁 鲜8.50产0(m)棉地下水埋腾深绕：遥 丽8.50泊0(m)棋The扭dept煤hof秋the校com钓pres户sive牵lay月er:帝 拢17.2踢50(m诸)转压缩层深氧度挨：件 猜17.2旁50(m牛)觉The怀diam晃eter策of怀pile躺:贪心 生400(坊mm)吉桩直径：节属 丽400(畏mm)越The林leng画tho沿fpi想le:阔16.9芹00(m坏)这桩长：悄 困16.9籍00(m棋)吵The载char熊acte歼rist围icv哥alue株of弯bear冲ing挥capa跃city犬of蹦asi冷ngle完pil施e昌 升580.悦000(跌kN)喝单桩承载爬力特征值贩：屑缴 煤580.陕000(浑kN)伍The触redu盛ctio湾nfa游ctor撑of裳bear蛋ing改capa戒city枕of避the盖soil璃bet束ween贞pil妙es打0.90蝴0疤桩间土承拐载力折减舅系数：朝宴 澡0.90油0得The管dept顶hof喜戏thec览ushi何on嚷:傅饱 再250(最mm)猜垫层厚度渐：酒愧 醋250(吧mm)葱The挎elev治atio绘nof性扛bott匪omo甘ffo象unda傻tion稿aln同on-捏cush改ion烦 灯-3.0熔0午m吵基础素垫晃层底标高欺返 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