北京某项目cfg桩复合地基处理工程设计方案中英文

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gert摧han蹈0.002L嚼when即loa词ding.问基础最终沉降盖量槽≤何40mm普，沉降差不大聪于翅0.002L线Andth淹edept职hoft皇he旗pillow蹈layer区is近250mm燃.穿褥垫层厚度义250mm桑.票7.2Th饼eleng越thof响pile收桩长闸Thefo醉undati黄onsoi永loft跟heCem苗ent-Fl毫yash-G晋ravel训pile(架CFG)r伯equest基s骨the划endo拘fthe节piles位should魂locat覆eong棉oodso林il.Th粉rough迹analys将ingth默e织invest彼igatio宿nrepo令rtand振apply央ingth乔esugg陡estion齐given厅by泊the爸invest神igatio保nrepo田rt,se这lectt弱heend挡ofpi愈leloc塑ating匪atfiv舰elaye槽rsof锹soilw朱hichc牌anmee查tthe第requir柿ement,萄accor限dingt呼othe可geotec浸hnical凭param怜eters丸ofeac帐hlaye昼rasw挑ellas伟thes利tateo永funde付rgroun邮dwate志rand归distor驱tion略of助the木compa左nyloc蛾ating根area.脑CF锅G掌桩复合地基要款求桩端落在好顷的土层，经对丝勘察报告分析炸和勘察报告建纺议，依据各层锄土的岩土工程沉参数及场区地对下水位情况和流变形考虑，选圆定桩端座落舱在锁5雅层土均可满足阁要求。菠The像unatta央ched驴colum间nfoun烤dation白:俩Theef杰fectiv喊eleng侍thof舍pilei烈s16.9农0meter捎s.朵独立柱巴基男版给;静有效桩长怨16.90m熄The卡elevat结ionof办恭bottom债ofpi脸leis续6.75m往eters,拦物theCe悄ment-F父lyash-干Gravel轻pile劳(CFG)桨enters堪into道the士bearin廊g票stratu革m手of幸silty智sand棚aswe龟llas岁fines奇and弓.Ift趋he放blunt押est47腐#dril局lingh谷oleco众meint宾ofive俯哀bearin陡gstra锄tum娇s,whi够chdep脊this阁54cm刚,the袄others逼come属intot袍hedep从thof御bearin怨gstra零tum迫will痛belar芦gerth连an两54cm助.纸桩底标高坐落米于错6.75m印,CF启G捕桩进肉入及5己层粉砂、细砂虾持力层。在最练不路利释4呀7素号钻孔进蛮入感5架层持力层深度仓为乡54cm饺，其它钻孔进歪入持力层深度炸＞数54cm槐。浆Theef讽fectiv顾eleng而thof边pilee孩quals晋to宣the绵elevat版ionof思余bottom劳ofpi合le(扁23.65鱼meters颜)萝subtr刻act剪sthe卵elevat膏ionof渡毛bottom洋ofpi慈le(雅6.75m饺eters)焦,and必there它sulti萝s16.9纷0mete笼rs.知有效桩长＝桩卵底标高准23.65m俗-浙桩底标高疗6.75m肃=设16.90m稼Thera锡ftfou域ndatio需n:大Theef呈fectiv音eleng美thof堆pilei蛮s15.7拒0meter缩s.肠筏板基抛础验;顷有效桩长茂15.70m候The兼elevat逮ionof文朝bottom煮ofpi鞠leis乱7.95me仪ters,外theCe想ment-F刘lyash-册Gravel喘pile脆(CFG)匪enters瓦into浸the栗bearin哨gstra钉tum张of演S摊andy废silt蜓.Ift慨he看blunt伏est51汽#dril篮lingh距oleco鸭meint北ofive执溜bearin速gstra疗tum课s,whi舞chdep钞this殃54cm陆,the粥others帮come砌intot转hedep晌thof丢bearin剧gstra溜tum健will隐belar西gerth嘱an淋54cm说.卖桩底标高坐落英于拼7.95m梳,CF削G得桩进京入缩5词层粉砂、细砂竞持力层。在最指不卷利森5还1竭号钻孔进冻入垄5痒层持力层深度坏为爪57cm贱，其它钻孔进防入持力层深度猫＞吨57cm派。气Theef膝fectiv忆eleng诞thof久pilee津quals节to侄the掉elevat宏ionof市态bottom丰ofpi扒le(逃23.65谨meters导)蜂subtr强act录sthe糖elevat拆ionof角乡bottom吨ofpi及le(析7.85m简eters)扰,and干there缝sulti莫s16.9打0mete诵rs.绸有效桩长＝桩读底标高怨23.65m透-拳桩底标高乌7.95m浇=锤15.70m代7.3军Diamet忘erof奴pile昼桩径偏Thesi逆zeof检the伍pile氧diamet话eris超design寿ed司400mm粱,acco译rding凭to鹿the锈selec堤tedma奏kingp冬ilede仅vice.傲根据所选用的寒成桩设备，设坦计桩径债400mm蚁。黎7.4Ca是lculat贫ingth遭echar制acteri恼sticv岗alueR留k泪of蒸bearin穴gcapa据city绞ofa纱single线pile间单桩承载力特纱征摩值童R干k蛙的计算闭Thech饭aracte幻ristic寇value悼R玩k甲of阅bearin幅gcapa盼city尸ofa巧single插pile辩canbe超calcu座lated闷as级the煮follo换wing铺formul饰a夫:奔其单桩承载力锄标准挤值三R助k茂按下式计算：巩R涨k枝=辽隐（榨U泊p寨Σ盾q疤si童h隐i点+q塘p牧A旗p袭）辽/K休Inthi霸s季formul肆a虑:U绕p贱耀其中：辩repres慰entst鼠he毁perime末ter轧ofpi耕le0.4吩*3.1肉4亿＝会1.256m姓;慌U愤p路—菠—抚桩的周渗长辛0.4*3.为1救4探＝仰1.256m探；评q没si顷repr泊esents趴thes羡tandar梳dvalu惩eof促ultima豆te打晚latera宵lfric悔tional甚resis脾tance至of致I森layer戚;物q珠si缎—弯—躬第雅I正层土的极限侧脆摩阻力标准值斥；怜h肢i馅repr点esents狂thed区eptho亦f逗I蝴layer抄;限h唉i略—寻—喂第犹I歉层土的厚度；驻q单p懒repr陕esents驻thes肠tandar骄dvalu杀eoft抄hesoi武l励resist瘦ance卵ofth哗eend痕ofpil艇e;次q炉p诚—发—姑桩端土阻力标夕准值；蜂Krepr负esents弊底factor书ofsa括fety摩2.0;齿K芽麦—像—幼安全系晨数拴2.夫0均。虚The蹄unatta他ched进colum恭nfoun夕dation炉:附Theef内fectiv干eleng点thof久pilei侄s16.9旅0meter膨s.科独立柱若基花咸糕;斥有效桩长洒16.90m宴Nowse青lectt却he盖blunt蛾est渔sectio办n轻of47炼#dril愈lingh巡ole(R翠efert亏othe茄sectio粱nshow饱ingin肿4-4)困选取最不利剖奥面别的量4潮7蜘号钻孔（参我考迷4-4瘦，劝剖面）：陪S质erial则number煎ofso聋illay串er档土层编号纯Depth队hi耐（扔m烧）尽厚度陶Standa斥rdval鸟ueof卫limit戚latera汗lfric五tional舰resis煤tance飞系极限侧阻力标遭准值加qsi(KP炊a)只hi淘*惭qsi畅Standa嚼rdval池ueof诱limit块end杜frict银ional敏resist脑ance睁极限端阻力标贷准值砖qp(KPa包)笨standa狱rdval手ueof山beari孟ngcap款acity睛承载力标准值霞fka(KP创a)孙2辅0.66垂45杜29.7晓110赌2-1蚂1.5默50绘75.0滑120谨2藏1.8滑45码81.0柴110德3营0.7猎50焰35.0溪130谷3-2烂0.5哈55党27.5怒110杯3冤0.8袜50贩40.0哨130少3-1照3.0聚50拳150.0姿1100丸4酬1.0镰55增55.0贫140庭4-3斧0.8熔40督32.0阵180虹4裹1.5叮55泽82.5平140奥4-1瞧1.3长60肠78.0袋180祥4扮1.2喜55绢66.0佛140页4-1答1.6造60靠96.0蜓180友5可0.54宇55脾29.7桥800鸟220劲｛铃3.14*0友.硬4订（抹29.7+7站5+81+3胆5+27.5艳+40+15抽0+55+3例2+82.5节+78+66炊+96+29颠.7而5铅）号+3.14*绸0.4*0.娇4/4*80忽0问｝迷/泊2醒＝旗（分1102+1牙00.道4福）叮/铜2傍＝丹601.2K气N座Accord勒ingto决倚the涌long-孕terme安xperie谈nceso判fcons工tructi哗ontha杨tour山compan瞎yhas张obtain丙ed,we缸defin妙e洲Rk=干580.0戏KN屠.移以本公司长期守的施工经验，剂取度Rk=饰580.0挣KN燃。割Thera轨ftfou幻ndatio某n:剥Theef书fectiv动eleng葛thof芽pilei姨s16.9字0meter妹s.抛筏板基蜓础骡;吊有效桩长覆15.60m蜜芒Rk=醒540.0扭KN绝。他7.5De确signin当gthe架replac坑ement动ratio倒ofar姑ea怖复合地基面积臣置换率设计忍The酿replac兴ement叉ratio丝ofar修eacan错beca愈lculat座edas蚂the勤follo棵wing捷formul宋a蒸:德复合地基面积逗置换率按下式辞计算：种Inthi制s落formul乓a登:f欢s贱p电，次k太repr燥esents田t魔hecha额racter鸡istic蚊value版of洪bearin卫gcapa匀city哥of折combin旨edfoo踏ting姨300Kpa于式中袍：愿f渣s夏p员，阿k豪—晒—纱复合地基承载模力特征呜值勾300KPa牲;漫mrep漏resent省sthe腹replac锅ement疾ratio狡ofar昼ea;妄m纱续—谣—摔面积置换率；鼓f避sk集repr监esents缓t生hecha咐racter捆istic叮value蚀of必bearin乓gcapa香city惧ofth袖esoil依betwe土enpil示es110债KPa;趁f灌sk句—鸽—锈桩间土承载力冰特征底值柿110KP笛a晨；再β摊repr孤esents帖thec痕oeffic环iento微f疏负强度发交挥旷ofth早esoil占betwe慕enpil群es0.9熊0;奶β浸寻雅—栗—芳桩间土强度发窄挥系季数指0.9咏0吨；耀R鬼k灵repre黎sents占t因hecha枣racter梦istic肌value河of窑bearin助gcapa清city翼ofa莫free-s垦ingle侍pile5国80/kN;熟R列k旅—视—啊自由单桩承载缩力特征忘值害580/k庄N埋；五A愧p眉repr蹄esents剧area伤ofsec窄tion她ofpi托le0.1北256.粉A话p村—犯—销桩的截面面趣积田0.125颂6腐。风Useth浑eabov悼e丘formul葱a艇toca床lculat峰ethe轰replac价ement趣ratio姓ofar石eaof是thisp捧roject鼓:钓由上式计算得杜到该工程复合弓地基面积置换膀率博:优The爹replac耳ement白ratio敏ofar庙eam=(遭300-11水0*0.90刮)/(580倾/0.125晋6-110*文0.90)=薯0.045秤置换率促m=(300奖-110*0佳.90)/(暗580/0.孤1256-1海10*0.9室0)=0.0强45局7.6Th幅edesi签gnstr痰ength卧of乳the柴body联ofpil模e辆桩体强度设计鞭：海Inpri躺nciple氧thef把abrica翅tion怒ratio烦ofth垫ebody剖ofpi应leare呜contr叫olled偷bythe休stren在gthof期theb处odyof独pile.震The费compre接ssive屈streng沸th悄ofth使ebody受ofpi塞le呈should两answe猫rthe恶needs酱ofthe柳follo砖wing蹄formul伙a咬:秒原则上桩体配锈比按桩体强度帖控制，桩体试服块抗压强度应锹满足下式要求篮：腾fc早u急≥狭k型σ贞P鸣fc从u林≥智k测σ副P紫Krepr失esents改竞factor版ofsa淹fety傅,3.0;牙K蛇—变—诉安全系数，泥取愉3.否0险；滚σ焰P灾repr吓esents稍them弄ax仗stress周ofth讨ebott捆omof违pileR偏k/Ap鞭，学kPa;文σ壮P当—也—糟桩顶最大应搜力某R月k/Ap吊，暑kP轮a轿；丘fcu>3*诵580/0.振1256墨=13.85切Mpa舟fcu>3*延580/0.瞎1256=1愧3.85Mp豪a红Thest棉rength格ofth灌e摔concre洲te喂f派abrica甩tion什ratio良ofth事ebody寺ofpi返le舒should吩beC2植0.挡桩体混凝土配乐合比强度应图取第C20亮7.7P吃ilela规yout泉布桩沉Thepr僻incipl坝eofp缎ilela算yout:鞋TheCe勿ment-F抄lyash-毁Gravel替pile藏(CFG)黎should寺bear狸ranged咐inth建erang添eoff腿oundat铃ion.D怎etaile危dsche罪meof燥pilel蝴ayout驱issho撞wingo久nthe弄布桩原则秋：逢CF拴G疏桩布在基础范用围内。具体布光桩方案详雕见蓝CF日G辣桩平面布置图觉八、装抬C垃heckc量omputa颂tions菌of颜combin类edfoo顾tingo什fCFG砍pile虑CF挥G呀桩复合地基验衡算床启The件unatta园ched导colum唇nfoun厅dation清:要Theef开fectiv书eleng休thof床pilei深s16.9捧0meter楚s.夸独立柱元基轰促秘;许有效桩长拿16.90m苏Implem撕entch砌eckco珍mputat绵ionsr悠eferri酷ngto根the尼题blunt熊est耍sectio哨n烫of47层#dril沿lingh扭ole鼠S给erial劈number明参考最不邻利舌4宁7越＃钻孔剖面进所行验算范parame所terso真f有鹿stratu堤m舅地层参数植Serial辆numbe爸序号挖r顾Typeo鼠fsoil秧土类型浅Depth业ofsoi卷l哥土层厚快Unitw针eight棍容重貌Satura旁tedun渡itwei仓ght鼓饱和容重吹Modulu掀sofc现ompres甩sibili最ty眼压缩模量节Bearin膨gcapa援city全承载力清(河m)赞(阔kN/m^3体)烈(级kN/m^3母)石(港愈MPa)物(贼kPa)晓1拐Non-fu绘lling说soil蒙素填土争1.2寇20.0迅---驾2.000佣50.0燕2发Clayey继silt阵aswel外lass肺iltyc下lay暂粘粉、粉粘借2.8窃20.0求---屑4.000请110.0抬3葵Sandy句silta谎swell呈assi属ltysa被nd武砂质降粉土、粉砂守1.2脱20.0第---鲁7.000匙120.0当4沉Clayey骂silt膨aswel醒lass担iltyc幅lay茶粘粉、粉粘毛5.1融20.3毫20.3写5.000府110.0坛5均Silty阵sand膜aswel存lass书andys查ilt做粉粘、粘粉页3.4上20.2勉20.2缠5.000霉140.0能6状Sandy晌silt宅砂质血粉土谈2.6迎20.5重20.5派8.000朗180.0筋7矿Clayey肥silt仁aswel闭lass梢iltyc你lay把粘粉、粉粘端0.4旋20.2隔20.2客5.000径140.0抵8雁Clayey顾soil芒粘土爱0.8炭20.0个20.0挣5.000穷150.0沸9表Slayey忌silt叉粉质粘土鸟2.5挂20.0梅20.0玉7.000湖180.0黑Thede船pthof流theu端ndergr备oundw州ater:崖很8.500(碰m)雹地下水埋深呈：麻李8.500(蔽m)是Thede毛pthof抚thec竞ompres苦sivel倒ayer:给的17.250都(m)存压缩层深度时：烦绝17.250迈(m)侵Thedi季ameter洞ofpi形le:号园叼辆麻400(mm物)渠桩直径：潜犬部谋蛮400(mm戏)忠Thele胖ngtho瓦fpile阔:悔鸭炒笋贤踏16.900锈(m)挥桩长：腿叹寿深姑抖16.900鹅(m)粘Thech瓣aracte彩ristic秤value糠of湿bearin善gcapa困city区ofa兆single选pile腰乒580.00撤0(kN)粪单桩承载力特裁征值：以逮爹究580.00疲0(kN)迫The赠reduct垂ionfa轻ctor闯of扶bearin减gcapa旨city袭ofth氏esoil房betwe妹enpil主es苦窑0.900狐桩间土承载力夕折减系数：坑迅槐0.900俗Thede叉pthof谊渐the泄犯cushio葬n候:蚀驱攻谈超250(mm逝)物垫层厚度：垃厦责绑庸250(mm迈)把The嫌elevat脊ionof朽鸭bottom倘offo惯undati园onaln阀on-涛cushio倘n亭搞-3.00m览基础素垫层底挺标高显猛隙-3.00m汗C兽heckc好omputa隆tions茎ofea敢ch贫column正各柱基验算虚1-J1T角hestr醒ucture急offo混undati衰on:26啊00*260疯0俗ｍ威ｍ烛.Arra马ngeth数reepi怠lesin融actua同l,母detail踩ed摄in览pilep拢la暖n.叼基础形式大：良2600*2蛾60影0票ｍｍ实际船布董桩奴3影根，具体详见姥桩位图虑Theac缝tual瓦replac孩ement圾ratio忍ofar剪eam=5遇.5说7蜓％暖实际面积置换逃率绝m=5.5张7判％带The忧charac会terist止icval朵ueof策bearin比gcapa葵city百of拖combin丛edfoo纤ting况fspk涉:妨347.9活(kPa)完复合地基承载米力特征值严fspk敌：攻347.9蛛(kPa)活秃f堤s警p亮，斤k岸=mR诊k撒/A市p小+秤α轻β撇f叛k梨（舌1-骑m承）轰＝旷347.9趴Calcul故ating柴settle顿ment搬沉降计算流Accord喜ingto展thec哪ode,t守hecal抛culati生onof逐distor税tion清can棋be艇imple灰mented屈using链佛the薄combi到ned呆modulu参s暗metho想d.着以规范，变形仔计算可采用复迷合模量法进行铁计算：翅The轨settle渴ment蚀of者the密抚compos匹iteso渴il麦:劈S录1仍=话Ψ私sp钓∑寸p棍0奴/E昨psi聪*(Z勤i乎*来α匆i拌-Z致i-1勤*壶α望i-1圆)肌复合土层沉降驼量汤：诱弟薄惨E涛psi柴=止ζ育*E什si哪The绒settle荒ment羊of络剃the都underl休yings顾oil帖of狡compos摇iteso寿il捎:转复合土层下卧恋层沉降量：亚S青2妥=踢Ψ泄∑桐p大0裙/E兼si说*(Z福i废*羽α夕i早-Z朴i-1历*贼α梁i-1碰)肝Thefi涉nal耻settle浙ment益:垮登简S=S馋1意+S搞2吗最终总沉降壶量宪:威Inthe永芳formul趁a标:式中：龙p齐0解repres阴entst堤he旬additi紫onalp装ressur锐e粥atthe庆botto堡mof屋the捆found瓣ation,劈钉accord寇ingwi绸th伪the伸quasi-陆perman而ent惊combin晒ation怀of翠theef驶fecto死fload榴ing,k钱Pa;扩p骤0朱—惯对应于荷载效符应准永久组合德时的基础底面橡处的附加压力鹅，刮kP板a缸；踏E墓Si闸repr音esents揭the资modulu纹sofc必ompres骑sibili撞ty名ofth唉e齐I假layer蹲,unde副rthe尺bottom钳of危founda芦tion,休MPa;篮E蚁Si合—后基础底面下择第坟i挠层土的压缩模盗量仁，责MP勤a减；漠hire泉presen崭tsthe顽depth倡ofth桌e递I督layer盛ofth烧e贪compos园ite期soil;炸h疮i圈—按第劲I总层复合土体的芦厚度；盖Z接1迅,闸Z触i-1织repres帅entst舰hedis闹tance茎betwee促n稼theb滥ottom程offou欢ndatio井nand笼the柱I触layer男aswe类llas坟the端i撞-1lay牵ersep刘aratel妻y,m;延Z碑1虚、膊Z乡i-1俯—堤基础底面至瓶第结i荷层土、第机i颂-应1刮层土底面的距推离芝，煎m柏；共α披1该、凡α群i-1其repres座entst瞧heeve船ncoef爪ficien蝶tof鸦additi种onal例stres穗sin总the恐range拼ofth遇ecalc谷ulatin御gpoin旋tofb仇ottom杀offou料ndatio咱ntot串hebot寄tomof打泛the暮叮I盯layer局aswe顿llas闻the家i输-1lay渡ersep畅aratel绑y.怪α兆1肥、考α乒i-1缠—箭基础底面计算狱点至第终i拥层土，第败i泪-谎1数层土底面范围假内平均骗旦附加应力系数锡；厌ζ灾repre服sents绘宋theco较effici驶entof欧题modulu狱s降of甜compos颈iteso垂il贝;带ζ拦—怨复合土层的模较量系数；驰Ψ路sp骗repr晴esents阅沟theco尝mputat获ional妈correc望tionc逼oeffic谨iento敞fthe沟settle偿ment哀of揭compos欧iteso狗il宋,bein聋gdefi才nedac踩cordin扑gto宽the芬data任ofloc室al耀settle削mentm敢easure却ment敌aswe笼llas惜constr席uction壶exper需iences圣.目Ψ泰sp龄—扫复合土层沉降期计算修正系数智，根据地区沉壳降观测资料及济经验确定；糊ψ圾repr理esents稀无theco省mputat扔ional跌correc目tionc扮oeffic碎iento桥f盟settle节ment定,bein岔gdefi女nedac挎cordin跃gto赚the咸data遭ofloc予al岂settle揪mentm基easure卵ment朵aswe扣llas街constr清uction耕exper驱iences颠.寄ψ饰—代沉降计算修正济系数，根据地刮区沉降观测资舒料及经验确定脑。鲜Implem召entc略heckc淘omputa靠tions雁separ旁ately暗follow晓ingth收e泡formul目a愿showi爪ngabo卧ve:峡根据上式分块规进行验算：早Theco橡effici漫entof眨稻modulu袖s黑of汇compos拘iteso盖il美after票being鸽treat处ed:掉经处理后的复邀合土层模量系艇数度:乎E畅psi鸣=六ζ扣*E艰si扭崖卵愚山ζ字=冬f庙spk垂/f持k京ζ妙=弹f衣spk姿/f旅k续＝抢347.9/灿11吊0墓＝良3.16变Theca昨lculat刘ionof芹settl跨ement绘ofthe牺mid-p仪ointi茫nfoun加dation莲when六the喇quasi-画perman蚁entva匙lue驼oflo愿ading跪is鸽1355KN继.And僚the被additi辈onalp秘ressur被e埋atthe按botto渠mof肠the倒found用ation冒isp义0猴＝剩1355/2慰.6/2.狸6视＝活200.4婆K岔ｐ晕ａ乞.魂荷载准永久值创1355KN蔑时基础中心点竭沉降计算以基底附加应力勇p吵0帖＝撤1355/2骆.6/2.骨6绞＝陕200.4企K婆ｐａ方Number绢ofla滩yer旁层号愉Depth睬深度请Modulu梁sofc交ompres之sibili杨ty换压缩模量伞Z1让Z2碗Compre惠ssibil厌ity冒压缩量施Theva扮lueof姜s久t烦ressc锤oeffic授ient吴应力系数积分答值碰(饰m)槽(蜜MPa)睛(烦m)慧(障m)幸(碰mm)妙(积z姻2a衔2-z怀1a描1)位1椅2.52袋12.640步0.00摘2.52伞28.35洒1.7884杏2膝1.20及22.120闭2.52关3.72触2.85网0.3143溉3扣5.10专15.800胸3.72裤8.82吸5.78还0.4554景4弓3.40悬15.800近8.82伙12.22返1.33栏0.1051江5米2.60篇25.280坡12.22贝14.82啦0.30你0.0381春6链0.40都15.800茂14.82抖15.22杯0.07蛇0.0058蹈7症0.80勒17.380得15.22勾16.02犁0.12怎0.0108结8役1.13瓜22.120银16.02砍17.15正0.12残0.0138超9么0.10赞7.000悼17.15福17.25左0.03今0.0011胀The紫equiva夕lent惰quali浩tyof奥themo须dulus奖ofcom肃pressi孝bility峡:苹14.054余(MPa)阶压缩模量的当俗量值悔：天破娘14.054雨(MPa)哥The信correl葡ation煮forc疮alcula俩tings说ettlem磨ent:浇贞0.4增375畅沉降计算经验带系数娇：膏测军0.4积375查Total肯settle永ment:璃谁尺撇惜0.4炼3墙75*早38.97境=友17.05货(滩mm)扬总沉降量呜：尖0.4进3战75*宽38.97师=岂17.05某(伞mm)颂***Z1录repre村sents冷thedi层stance宣betwe锈enthe炎botto徐moff分oundat辅ionan明d宗the记topo吩fthis网片comput廊ationa嚷l算strati剧ficati食on蛛.座***Z1俯--本基础底面至本幸计算分层顶面代的距离欣***Z2痰repre薪sents谦thedi谁stance窄betwe秃enthe庭botto头moff惜oundat筛ionan化d旱the蒙botto随moft爱his势comput摔ationa腔l勤strati炊ficati奋on厦.落***Z2极--梦基础底面至本刑计算分层底面窗的距离耽These问ttleme定ntof协theot纹hermi浅d-poin召tofl鼻oading晓真其它荷载中心罩点沉降量鱼These支ttleme柏ntof校themi幼d-poin哀tin1拥219KN急1-J1仓founda肿tion绝:畏15.34m涂m赞1219KN脆1-J擦1诱基础中心点沉抗降量：堂15.34m蔽m长These继ttleme患ntof词themi炒d-poin渡tin1束188KN蓄1-J1馋founda猎tion挣:抖14.95m扶m瞧1188KN块1-J系1养基础中心点沉潜降量：意14.95m毯m绩These免ttleme副ntof鹿themi叉d-poin喜tin1掌179KN昏1-J1陷founda脖tion泛:紧14.84m峰m叨1179KN洗1-J种1牌基础中心点沉诚降量：拢14.84m零m淋These牙ttleme刚ntof界themi选d-poin施tin9穗56KN1辜-J1路founda艇tion皮:钥12.03m况m守956KN给1-J湿1车基础中心点沉驶降量：搭12.03m部m遮These擦ttleme朋ntof舅themi半d-poin郊tin1磁344KN挂1-J1晌founda谁tion傅:残16.91m扑m珍1344KN户1-J偷1精基础中心点沉秧降量：金16.91m成m惹These纸ttleme贷ntof网themi佣d-poin射tin1炸236KN被1-J1株founda突tion床:免15.54m炒m新1236KN魂1-J1轻基础炭中心点沉降量矛：毯15.54m奔m晶These少ttleme仿ntof雹themi战d-poin机tin7皂63KN其盲冬1-J1杀founda仙tion贼:话9.60mm辱763KN禁封坟1-拼J陵1等基础中心点沉老降量：地9.60mm筛These互ttleme治ntof足themi牛d-poin指tin1躁169KN抖1-J1锐founda麦tion东:昏14.71m樱m灰1169KN诊1-J墙1端基础中心点沉只降量：条14.71m忙m泰These炮ttleme沙ntof帖themi刻d-poin舱tin8坡66KN1们-J1称founda挺tion历:专10.90m嚼m灾866KN臣1-J匪1定基础中心点沉荒降量：陶10.90m搏m枯Wheni挂twork栋sunde贫rthe呼condit背ionof稠箱quasi-能perman父entva例lue粮oflo敏ading,轿ther恋angeo咏fthe鼻settle邪mento下f1-J1落found垂ation冤is9.6番0将～凳17.05m抗m协.相荷载准永久值坊作业仪下御1-J直1冰基础沉降范围牢在稼9.6之0攻～战17.05m故m瞧Additi锋onals瘦ettlem庆ent稼附加题沉降饮利Theco廊mputat张ional诵depth尚ofset亮tlemen锻tis童consid咱ered那tobe丹22.5蛮meters亿,and御thead治dition误alset亮tlemen炕tof三the屑place辅apart丘6met户ersfr晕omthe谣middl介eoff缝oundat百ion,i币sless激than皆0.63mm伴,henc狡ethe隙additi民onals烘ettlem姨entar攀ound1箭-J1fo斤undati装oncau白sedby拒itsh贪ouldn巴otbe绑taken禁intoc请onside都ration伯.定沉降计算深度斯按稿22.冶5换ｍ考虑，在距知离基础中命心搞6.宪0青外产生附加沉给降小于惕0.63mm磁,梢固不考耽虑记1-J念1鉴基础对周围产咬生附加沉降。夜The1-砖J2fou粗ndatio钉nisa询round宋the1-大J1fou伍ndatio该n,and扫thea图dditio杆nalse才ttleme熄ntof少the炭place四apart触6met膝ersfr保omthe评middl术eoff喷oundat哑ion,c插aused珍byJ2昂founda碌tion,殊isles民sthan设示0.8mm融,henc择ethe号additi乐onals陈ettlem溜entof颠J1fo温undati抵oncau层sedby初J2fo菊undati狐on.运1-J坝1俗基础周围删为拒1-J掏2愧基础牢，豆J巾2界基础对在距离绑基础中仅心舌6.忽0扩外产生附加沉披降小于柏0.8mm笛,牌固不考屠虑城J抢2奏对劲J救1援基础产生附加猪沉降。菜C甘onclus聋ion兽:The拦bearin团gcapa书city御of1-筒J2fou叶ndatio输n馋combin丈edfou把ndatio煌n遭≥挎300KPA落结论贞：河1-J候1都基础复合地基羞承载芬力身≥捧300KPA男Thefi族nalse杨ttleme笋ntof难founda直tion廊奖＜子40mm扑基础最终沉降榆量＜奏40mm交Answer先导the芬needs某ofth悲etop块struct最urede脆sign酬满足上部结构蚀设计要求。弃1-J2T便hestr裕ucture吹offo樱undati市on:28肾00*280经0踢ｍ尾ｍ湿.Arra在ngeth破reepi昏lesin既actua泰l,羊detail锻ed绿in灭pilep客la灯n.矮基础形式挽：炮2800*2阀80具0串ｍｍ实际闸布裳桩挠3或根，具体详见隶桩位图歪Theac您tual兄replac堵ement狸ratio弱ofar形eam=4铜.低8姑％瘦实际面积置筒换轧率绢m=4.拳8授％罩The芝charac托terist狼icval季ueof编bearin另gcapa艰city蒙of谨combin胀edfou康ndatio库n捉fspk财:塑3颜16.3摩(至kPa)盆复合地基承载怀力特征值栗fspk替：益3请16.3彻(碌kPa)川f洒s遵p缓，旗k伞=mR国k印/A度p骗+刘α霞β史f唐k恋（非1-饮m谈）伤＝稳316.3报2)Cal散culati呆ng滴settle膀ment划沉降计算帝Theca暮lculat榜ionof布settl替ement肿ofthe恒mid-p贺ointi证nfoun缸dation秩when位the借quasi-萌perman是entva欧lue贩oflo唱ading座is姜1883KN比.数荷载准永久值飞1883KN货时基础中心点忧沉降计算吗Number摇ofla勿yer朝层号污Depth腾厚度俯Modulu灵sofc巷ompres规sibili闹ty洪压缩模量筒稀Z1征Z2险compre民ssibil客ity己压缩量调Thein遇tegral离埋value笔ofs雹t愿ressc翁oeffic慰