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1、单独醛向承或力特征值计真一、基本责料:1 .工相假况:TW名称：旄公片区城市蝴户区改造项目安Ia唐工程项目：I*地块勘察朝位名称：东风鸿远工程咨询白天公司勘察报告崎号：hTKC-2O2-1.5依树状纸桩城技术规袍370/94-20082 .机型叁数：d-”网机直径或方机边长(mm);J1.预舟I空心机的内也或扩底灌注桩(或根机机甜大头比Xmm);02仲估根植机下部PHOC桩的直径(mm);h扩联灌注桩扩大头斜面沿电向的孤收/杭州班测M式注浆加强段育仪(白桩底尊起Mr体幅忏扩体段高度也出桩下iti1WC桩长(m)：1.杭长(m)：Bg桩陵绝对标商(m;$号机不受力状态4mm)Um)BdmJ关联孔
2、号各注I普通灌注机受压桩600IK).611&23”434全抑3.土层敢:航测极仪测粗力特在UkPA:极竭极BIf1.sIB力特征ifi(kPa):有不饱和小触抗瓜强度特征值(kPa).跖土台取大然诩网：旭轴抗反强度特征值;HnF锚因段、岩土体间拈结处5特征值(kPa)；后注浆信因力笊强条数；后江关成见力地显系数；犷,底砂钻机M桩端口I折M东数；大直径灌注班(IM阻力尺寸效电系数；-大0径潜注机IS阻力尺寸效应系数；土层抗拨第数；土层内摩擦角(。)；土层内怙聚力(kPa);扩体向上位移时放应I:的抗潸效应的低UK力系数;层名称戏注机gm询注板g,3期”加A.素填七O粉土261.4Q)酚旗拈土1
3、91.4粉砂IO1.6粒砂I1.1.7位砾58900223.0S-UtstO1.4(D-2W70IMO2.43.22细砂231.83脚廊7415素填土63.X6OI1.000粉旗钻土57,5607.36.300“酎砂56.1608.71.400汾质拈土53760I1.1.2.400粉砂49.76015.14.000“圜砾44.76()20.15.000-2BU130.660乂.214.100砂29.16035.71.5-2(HI26.560烈.52.800与38W22.76042.13.60041.iV:5FU1绝对标岛：M.570土层名称层底标Mm)层底深度(m)土层惧度(m)素城土62.7
4、701.81.800粉土60.57042.20058.57()62.000-1将砂56,9707.61.600粉质格七54.27010.32.700粉砂51.17013.43.1001.1.W破44.97019.66.200-2MS24,5704020.400孔总犯56几口绝对标高：MMO土层名称层底标Mm)层底深度(m)土层JME(Ho索地土63,2401.41.40061.64031.600桁统粘土57,64074.000“粉眇56.1408.51.500粉灰拈土54.7409.91.400粉眇50.S401434.400-IBW44.94019.75.4002PH29.6403515.3
5、00孔总羽由7几【】绝对高：M560土层名梆层底标Mm)层底深度(m)dbPfjS(11)索埴土63,3601.21.200粉版粘土57.3607.26.00055.56091.800粉版粘土54.46010.11.10050.06014.54.4001则诚44.66019.95.40021.W砥24.56()4020.100孔立纲5f1.U绝对标高：M.670土层名称层底标Mm)层城深度(m)土层厚度岫东地土64.1700.50.500粉版粘土58.370635.8000-iw56,67081.700粉旗钻土53.57011.13.10050.07014.63.500IBW4437020.3
6、5.700-2M29.67035I4.7孔点海号：9IUI绝对标配：M.770土层名称层底标Mm)层底深度(m)土层惧度(m)索填土64.0700.70.700粉旗钻土57,4707.36.600O-IW55.77091.70()粉旗钻土52.67012.13.100酚矽50.27014.52.40044,17020.66.100-2PJJ24.7704019.400(0几点编号：IOJI绝时标高：64.460土层名称层底标i(m)层底深度(m)土层欧5(m)素城土63.7600.70.70()粉旗钻土57,1607.36.6001酎砂SS.46091.700汾质拈土53.460I1.2.00
7、0粉砂49.96014.53.500ooet9:如判处用rDri话播草Ifr)OOO9S吩06091MCOOSTcI中060.五MC-(三)OOSO0O(WrV出即，OOcII应06T年3阐咆Ood8106,9fSMI-OODX收居4OOW0106T；不抖狗狈U606T”翁楹卜(SOOt,9Z1.06TWW*0000CO060t9平哲累仙)如前若干()为淞谢首3)配料汨首珈Ji治干06S9:双母仲朗IM1小式草吐U1.)00651戈W6cWZ-006,r161083OOcrtri(WcW000c01OSftTWW*OO1.1.gOer%!OOTS99088”T界第WG)oorIf1.080X9
8、干班泊(W)亚向斯FU)制燃谢沟(叫亚纲汨5TOxrw:即生淞期I径z:&式草甘(ZD00661OrOWtZMZ-009SOWH珀福卜OOOrSri091明aOOIT01网WT界第WG)009Ir,8(双9;株卜00c,989WSTyi卯碌009090090,t9干加米UU)I1.m济干素填土62.9002.82.800粉旗站上56.8008.96.100a1粉654.511.22.300粉旗钻土50,700153.800酚砂49.700161.000-IBW44,00021.75.7002PJJ25.7(X40R3(27)j1.a:32孔“绝时标高：64.240土层名林层底标Mm)层或深段(
9、m)土层Bftt(m)素城土63.5400.70.70()(j)ttttt56,8407.46.700“粉眇54.4409.82.400粉成拈52.04012.22.400粉眇50.240141.800-IBW44.44019.85.8002PH29.2403515.200(28)孔点筑+33孔口绝对标高；64760土层名称层底板m)层底深度(m)dbPfjS(11)索埴土64,1600.60.600粉版粘上S7.76076.4001.将砂55.76092000粉质粘土52.760123.0001砂50.4)14.32.300w43.56021.26.90021.W砥22.66042.120A
10、KKI29孔点编号：34孔口绝对标向：65.380土层名称层底标f1.j(m)层城深度(m)土层厚度岫家加土63.9M1.41.400粉质粘土58.1807.25.8000-1.W56.2809.11.900粉烦帖土51.98013.44.300酚眇50.380151.600IBW45.08020.35.3002IM厥30.38035I4.7二、手桩岐向承校力特征值计咕来：根据也筑机票技术规范3JGJ94-20()KS3单植炫向承我力特征Ifi的相关it!?公式：RaQm+Qpa=Wq,mXt+4pXAP以下为各种机里在各个孔点处的取械转向承校力特征Ui(kN)(括弓内数7为孔点烟4)(12)
11、植R编弓12件通湍注根受IE杭A600-8m)笛注:全邮孔弓水我力孔9承现力孔号承我力孔号承较力孔号承载力I1560IO1549I1.15531215811316521415331515071615491715351815762151823ISSI24156125158426155427175229161931421301596311540321576331571341612415325165161571715398154891575桩型12干均力:1569双小力:142】最大值:1752W：331.：,设进入捋力瓜的深收及桩峡拈力层以收：(12)植电编912阳电灌注杭受M机AWHMSm)备注
12、:仝制孔号持力层名衿进入持力层法度(m)机IS特力层原度(m)8X14IKic-O66X11.1.1.MC(t)3miWZfcic(三)1.96ZIti,z物的，619081tzfci(三)附U9i-ivW-rzzgrz物恍W61.96,0MC-9T1.t81.fcR(t)比0691Ot1.Kic-0K681M三t)(K8611ZS1.Kic-(三)E%81.VtZMtS6Z681.5t物KUDa1.0N物的r09Z,86IfcU5)Ur：9%ZM-悦R81.60*费fcU$01.$M3-(三)Z1.1.X1.Zbic(三)8166I193Mcs)1.XmiW1.物KU91Z8IsrKic-OorOrJMC(t)f1.t66芍Mc-O1t1.1.Z1.附”961fci(三)I1.rrf91T-ivW-O1.“工【WZ物概?I
