完整的勘察報告中英文對照

1.0、前言Foreword受××（中國）有限公司和×××化工工程有限公司委托，我院對擬建“巴斯夫INTERMEDIATESTHF/POLY-THF項目”場地進行工程地質(zhì)勘察工作。Commissionedby××(China)Co.,Ltdand××ChemicalEngineeringCo.,Ltd，ourinstitutehasundertakentheengineeringgeologicinvestigationoftheINTERMEDIATESTHF/POLY-THFProject.1.1、工程概況Projectprofile擬建工程位于上海市化學(xué)工業(yè)區(qū)B700～B900地塊內(nèi)，東近目華路、南近南河。場地內(nèi)主要擬建工藝裝置區(qū)及輔助配套建筑物，各擬建（構(gòu)）筑物的設(shè)計參數(shù)見表1，平面位置見“勘探孔平面布置圖”。TheprojectislocatedinPlotB700～B900ofShanghaiCaojingChemicalIndustryPark(SCIP).ItistothewestofMuhuaRdandtothenorthofNanRiver.PleaserefertoTable1fortheproposedprocessplant,theaccessorybuildings,thedesignparametersoftheproposedbuildings(structures).PleaserefertotheFloorPlanoftheBoreholesfor1.2、勘察目的及技術(shù)要求Investigationpurposesandtechnicalrequirements本次勘察屬詳細勘察階段，目的是為擬建(構(gòu))筑物的基礎(chǔ)工程、基坑工程和廠區(qū)道路，地坪工程的設(shè)計、施工提供必要的工程地質(zhì)資料。具體任務(wù)如下：Thisinvestigationisonthedetailedinvestigationphase,theobjectiveofwhichistoprovidenecessarygeologicaldataforthedesignandconstructionofbuildings’foundationandpits,theroadsandthegroundintheplant.Detailsareasfollowing:A、查清擬建(構(gòu))筑物地基壓縮層及基坑穩(wěn)定驗算深度范圍內(nèi)地基土構(gòu)成、分布規(guī)律及其工程地質(zhì)特性；Tolearnthecomposition,thedistributionrulesandgeologicalfeaturesoffoundation’scompressionstratum,andofthefoundationsoilwithinthecalculationdepthofpitstability.B、提供各土層物理力學(xué)性質(zhì)綜合指標(biāo)，地基承載力設(shè)計值fd和樁基承載力參數(shù)(包括樁周土極限摩阻力標(biāo)準(zhǔn)值fs和樁端土極限端阻力標(biāo)準(zhǔn)值fp)，提供基礎(chǔ)沉降計算所需巖土參數(shù)；Toprovidethecomprehensivemechanicalparametersofeachstratum,bearingcapacityoffoundationfd,bearingcapacityofpilefoundation(includingultimatefrictiononpilesidesfsandultimateendbearingonpiletopsfd),andthegeotechnicalparametersneededinfoundationsettlementcalculation.表1擬建（構(gòu)）筑物設(shè)計參數(shù)一覽表Table1Overviewofthedesignparametersoftheproposedbuildings(structures)問NAME塘OF采STRU窩CTUR烘E型TYPE藍OF帥STRU陶CTUR奧E破DIME冰NSIO筆N構(gòu)HEIG虛HT/費STOR術(shù)EY雄LOAD韻ING度OF族STRU臂CTUR吳E垮TYPE域OF匙FOUN芹DATI盜ON幻ALLO襲WABL機E悄SETT犁LEME號NT沿(老mm)菜DIFF籌EREN睜TIAL冶SETT映LEME苗NT譯(梨mm)沃THF蒜Plan延t惹Conc燦rete鑰/ste臥el感105.忘0m聽×穴22.0悄m料3st鄭orey顏/21.挑0m己3500醒kNp萌erc廊olum貍n遮Pile研raf洞t恭25膊10襪Reac制tors統(tǒng)Conc饞rete凍7.0m稻dia責(zé).垮7.8m框2000音kN甚Pile毀25壩10炎Comp蠟ress謝o面/blo籃wer私Conc佩rete咳12.m商×躺5.0m介-粗1100盛kN破Pile粗25冶10騎POLY尚-THF店P(guān)la拿nt港Conc出rete遭/ste壘el疏35.8瘡m混×陽39.9儲mcol指umn與grid逗7.0拆m辣×憲8.0m嚷6st架orey敵/31.丹0m妄4500脂kNp膛erc拆olum怠n哲Pile想raf葵t乖25洲10池Tank韻Far乓m地Stee印l稀7.5m穩(wěn)dia漲.經(jīng)12.0捎m六120k剃P(guān)a牢Pile囑raf調(diào)t諸150隙1/80坊Pump暴s勒conc混rete噴6.5m郊×本12.5剝m持-沉30kP逐a膊Raft鳳Iso-霉buta忠nes球tora烏ge晝conc隙rete候5.5m市dia貍.弊20.0禁m仁5000殲kN律Pile鴉raf考t涂25巾10亮Pump松s疊conc腐rete賢-徒-骨30kP隔a魯Raft示Ther掠moR層eact裂or錦Stee座l債25.0鳥m創(chuàng)×禍36.0疤m剪10.0民m液1500切0kN脾Pile忠raf林t巷25臟10棚Cool宏ing鮮Towe聰r橡conc校rete苦30.0小m搜×母18.0潑m鳴10.0約m遍100k彩Pa喘Pile竭25踐10釣Cont疫rol暢buil判ding湯conc炭rete頓(bla糧str午esis沫tant識)搖52.8府m蛙×警16.6捆m濫3st乞orey幕/14.照4m繳2300單kNp豎erc掏olum虹n自Pile博25波10講Tran已sfor懼mer育conc縮rete乎4.0m恨×繪4.0m尼-餓50kP桂a毀Raft梁25勒10階File膀Wat僚erT國ank爛conc么rete騙25m律×短40m日4.5m賞dee懶p曬6000抽0kN斧Pile糾raf舅t厭25衰10良File恭Wat蟲erT般ank旨conc助rete忌25m作×織30m卻4.5m窮dee漁p肉4500考0kN突Pile抬raf確t眨25棕10哭Gate來hou肉se豈Conc進rete后wal呀l壽&寨stee旱lro購of托12.3吧m泉×好13.5翻m藝30.3接m戀×散13.8冠m婚1st劍orey肝/4.9蓮m屠25kP勇a展Raft錘25灑10閱Fire奔Bri肚gade無Conc廟rete辯wal致l他&st叫eel性fram源e慣10.5樂m押×許10.5銹m車1st督orey盒/5.2仔m孩25kP里a纏Raft惠25績10匆Subs懂tati埋on鈴conc骨rete累34.3咬m思×草6.5m啊1st斬orey楚/5.7誼m攜35kP親a鳥Raft閱25幟10股Powe抓rsu顧pply墾for耐Cool巾ing泳wate蔬r喝conc切rete藍10.8春m袋×泛12.4肆m穩(wěn)1st降orey油/5.2渡m鑄30kP治a戀Raft積25勢10極Pipe燭rac響k己Conc歡rete鑰/ste炊el咐2.0m宇-5.0眠mwi疑de關(guān)6.0m穿-20.許0m光900k螞Npe控rco叉lumn視Pile驗25貍10橡H2-P肅lantC、明確場地地震動峰值加速度，地震基本烈度及場地類別；進行地基土的地震液化判定,如有液化，則計算液化等級和液化強度比。徹Tos撒peci傾fyt悶hem罪axim遙uma沫ccel半erat眠ion跳ofe拿arth凝quak閘e,b幸asic聽ear磚thqu創(chuàng)ake墻inte陪nsit茂y,a止nds側(cè)ite嚷clas帆s.I僚fth昆ere競iss泉eism柴icl套ique鏡fact返ion,押liq請uefa滾ctio追nsc蔬ale這and朋liqu縫efac會tion原int喇ensi揮tyr斤atio似nee典dto孟be梢calc圈ulat產(chǎn)ed.逝D財、鋼記簡述場地貴地形、地楊貌特征，溉查清擬建壘場地內(nèi)可錄能分布的巷近代海溝廉，海槽淤否積層等不土良地質(zhì)現(xiàn)森象的分布訪規(guī)律及性圣質(zhì)，并評哥價對本工惑程的影響扇，提出相拉應(yīng)的整治欄措施。鎮(zhèn)Tog欲ive繁abr毒ief壁desc豐ript質(zhì)ion視oft咐het閘opog臨raph石ical匆fea總ture鞋s,a箏ndt陷hed障istr曬ibut酬ion牙rule陣san畢dfe類atur賢eso報fso道m(xù)ea擦dver紐seg廢eolo帖gica顧lco迷ndit車ions匆,su健cha轎spo接ssib五ler擦ecen孫tse黃ach萄anne再ls,各and炒bay潤muck撈yst冠ratu莊m.I陜n毫addi斷tion廢,to客est戶imat轟eth檔eir擴effe川cts萬ont損his訊proj勾ect,洪and旅to畏put寇forw句ard秋corr翻espo務(wù)ndin效gme畫asur位es.箱E掃、蕩腐調(diào)查場地栽淺部地下屑水埋藏特葡征，補給廣、排泄規(guī)式律；了解肺杭州灣潮茂汐動態(tài)和悔本場地地復(fù)下水的聯(lián)糠系及對本烤工程的影欠響。判定線場地內(nèi)地商下水對混結(jié)凝土及鋼概結(jié)構(gòu)的腐犬蝕性及其和程度，并同提出相應(yīng)鑒的防護措饒施。部Tos稍tudy懼the備emb游edme傲ntf搞eatu偶res,繁rec紐harg秩ing揭and爸char引ging忘rul輔eso唱fth傾esh錢allo渡wgr圈ound遙wat界er.賴Tol珍earn糕Han浪gzho機uBa艱yti挽de熄s疏’巖inf撥luen怎ceo質(zhì)nth壯esi驕te,而mean負whil眉e,t際oes駕tima希tet惹heg閑roun就dwa制te惡r腐’板sin貞flue每nce哲ont永hep存roje興ct.算Ina醋ddit慰ion,糟to油spec夫ify襯grou荷ndw狐ate六r運’承sco概rros槳ion兇exte嬸nto概nco泥ncre舒tea專nds袖teel輩str周uctu櫻re,拳and渾top荒utf攀orwa亮rdc辰orre學(xué)spon津ding蔑pro呈tect稍ion鉗meas廉ures毛.誓F粥、評述場粥地工程地崖質(zhì)條件，茫根據(jù)各擬俊建工程的績特點，對級相應(yīng)的基沸礎(chǔ)形式作擾出評價及棒建議：運Tod籠escr飲ibe室the押geol聽ogic邁al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con勇tent肯is悲from榆今275鉤mg/傳L鉗to產(chǎn)1390宅mg/L萍.Th拴ewa皂ter薦qual沙ity下isa泉ffec供ted迅byt珍het肅ides狀of攔Hang粉zhou罷Bay隔,ra霸infa石lla孝nde嫩vapo茫rati躁on.喚PH掘valu墓eis帆from睜7.8摔to8盼.2.僅場地及附斷近未發(fā)現(xiàn)淡地下水污喚染源存在幣，根據(jù)現(xiàn)唯場采取芹的深4涂組地下水金樣進行水鞠質(zhì)分析的因結(jié)果，可鐘判定：本儀場地淺部繭地下水對撒砼無腐蝕知性，對鋼杠結(jié)構(gòu)具中噴等腐蝕性蹤。哪Nou焦nder軟grou態(tài)ndw敢ater辨pol章luti臥ons崗ourc乏ewa秘sfo擴und局ina獎ndn揪earb膀yth排eSi冷te.茶Judg騰ing欄from暢the新wat居erq首uali嚇tya閉naly床sis平ont橫he4厲wat孩ers壽ampl響est媽aken嚼fro南mth暖esi慣tew均eca劈nsa減yth判att薯hes燦hall秘oww檔ater饒is太not埋tow鋼eak綿corr懷osiv攜ity光toc掠oncr箏ete,黑but均it胞has防m(xù)edi晚umt石owe洲akc習(xí)orro濾sivi率tyt稠ost匹eel跌stru侵ctur傘e.石2.5妄、地震動服峰值加速觀度憲(痕或地震基票本烈藝度熔)號、場地類充別及液化掏判定芽Basi美cse軍ismi嘗cin趁tens歸ity,猶se管ismi北cty禁peo四fth掛eSi苗te,惜and順liqu渾efac萌tion族ana烘lysi宵s跑根據(jù)有關(guān)破規(guī)范：本腔場地丟屬燦Ⅳ擾類場地，涌地震動峰去值加速度拉為燕0.05寄g午(槐相當(dāng)于地關(guān)震基本烈夫度織6嚇度翅)梨。本場地助地基土可跌不考慮砂睬土液化問北題。外Acco耍rdin乘gto筍the姿rel價evan君tst朋anda湊rds,必the炒sit伏eis番tho轎ught肚to劈beT僻ype壓IVa策ndt憶hep筋eak調(diào)valu忍eof賺sei摘smic桑acc坦eler布atio炭nis串0.0犬5g(匯equa燥lto稠6d扇egre版eba為sic關(guān)seis父mic揀inte信nsit級y).他The從seis錘mic方liqu灣efac啞tion斗nee三dno雁tbe福tak勿eni機nto壽cons綠ider愧atio襪nfo蜓rth素iss螞ite.垮鑒于本工懷程的特殊藥性，業(yè)主屈要求部分告主體項目碌場區(qū)按地模震烈度香7趕度進行地窩震液化評驢價。場地診20m傳以淺分布休有成層飽期和冊的亭②酸3-1雪層砂質(zhì)粉曾土，根據(jù)書現(xiàn)場標(biāo)準(zhǔn)術(shù)貫入試驗蘭成果，結(jié)史合室內(nèi)顆墳粒分析指摘標(biāo)，按照律規(guī)范綜合墊判定：地脅基土在地屈震烈率度蹤7邁度條件下伍，不會發(fā)舌生砂土液糕化。彎(恨液化判定跟計算結(jié)果撒見表軌5)頂。拍Take巴nth擇epa洽rtic勤ular揚ity形oft懲hep純roje級cti根nto口cons單ider封atio光n,t文heC慢lien求tre違quir趟est蜓hat袋the哥seis微mic皺liqu皮efac侍tion同of膊the愁main張pro鴨ject咽zon曬ess嚼houl謊dbe且eva南luat座eda盜t7興degr猜ee.夏Stra享tum岸②門3-1需ont宰hes縱ite視iss蓄atur察ated茫san段dys閑ilt擔(dān)with策int淚hed糟epth重of蒸20m.廟Bas既edo濾nth眠ere增sult鄉(xiāng)sof抵the立SPT胡on嘗site蛛,th壯egr窄ain擋size只ana午lysi券ste訴sti躬nla鉛b,a杏ndt穿her蟻elev棍ant溜code退s,i信tca蜻nbe鳥con遠clud晝edt亂hat等nos凈and腦liqu筑efac翁tion晶can悔hap準(zhǔn)pen炸ont數(shù)heS搏ite煤when羞the褲sei士smic躁int馳ensi衫tyi天sat蝶7d曠egre勁e.(伸Plea太ser帖efer逆to夜Tabl鉆e5漲for摸the籍liqu雞efac刮tion墊res習(xí)ult)朗.盯Tabl貌e5鄙標(biāo)準(zhǔn)貫入鋤試驗液化盼判別表所Liqu鋤efac宏tion伙ana缸lysi默sba疲sed摸onS弓PTv推alue寨孔號織Nro歡fbo陳reho愈le敗層號酸Nro襲fst襖ratu惱m(xù)睜地下水淘埋改塌深造dw(m減)繩dept秤hof狠gro熄und襪wate小r毅標(biāo)緩禁貫萌深礎(chǔ)技度張ds(m禍)歡SPT抬dept攀hds唯(m)貌粘粒沒含績凝量難ρ侮c(%)追clay練par卸ticl本eco盛nten酸t(yī)s(卵%)嘉標(biāo)準(zhǔn)貫入近實測擊數(shù)悅N買（擊）南Actu太als亦trik竟eso秤fSP測T(N快)豆標(biāo)準(zhǔn)貫入坑臨界擊數(shù)緞Ncr擱（擊）牌Crit冬ical姜SPT患str遠ikes廢(Nc雄r)宿液化騙判定作conc行l(wèi)usi做on否BH1勸②菊3-1輩0.50呼3.20洋12.0蛇10.0堵/眉不液化孤NO部0.50該4.25咸2.0符11.0殘7.7橡不液化懼NO妖0.50文5.30畝2.0灘14.0承8.3忌不液化權(quán)NO獻0.50敬6.35殿5.0炎12.0叢6.9腎不液化狠NO察0.50圾7.35角7.0侄14.0爪6.2豆不液化矛NO令0.50聾8.40貿(mào)7.0斥14.0屆6.6禍不液化否NO確0.50員9.45銳12.0逢10.0撲/語不液化喂NO扇BH3明②像3-1筑0.50統(tǒng)1.80隱2.0膀8.0晉6.2附不液化臟NO核0.50摔2.80防2.0輛11.0訴6.8賣不液化忙NO隸0.50餓3.85籠3.0壇10.0腎7.4剩不液化款NO虧0.50腥4.90誘9.0右12.0炮4.6搜不液化冊NO太0.50唯5.95銳7.0系13.0更5.7驕不液化蔑NO咽0.50易7.00妨11.0怨14.0世/逃不液化形NO勉0.50長8.10方10.0選14.0予/扶不液化牽NO終0.50叫9.10莖8.0紡16.0鞏6.5稀不液化祝NO屑0.50塘10.1壇0鳳12.0洞10.0測/歡不液化綁NO魚孔號植Nro猶fbo雙reho孤le察層號悶Nro副fst注ratu飲m怠地下水魂埋選阿深晉dw(m科)映dept艙hof顧gro給und貍wate戰(zhàn)r乖標(biāo)出躺貫團深短情度威ds(m甚)忍SPT播dept陪hds洲(m)燒粘粒確含艱愛量含ρ堆c(%)抽clay吳par班ticl歷eco高nten能ts(乓%)循標(biāo)準(zhǔn)貫入第實測擊數(shù)桂N飲（擊）蔬Actu研als蔑trik挨eso艘fSP薄T(N溪)譽標(biāo)準(zhǔn)貫入少臨界擊數(shù)機Ncr在（擊）羽Crit米ical昌SPT鋸str婆ikes麗(Nc稻r)碑液化豈判定究conc撤lusi捧on玻BH1愉②聰3-1竭0.50祖3.20場12.0姓10.0螺/旨不液化參NO蛾0.50衰4.25雀2.0懶11.0猜7.7似不液化麻NO雖0.50愁5.30燭2.0灰14.0區(qū)8.3盲不液化籠NO辛0.50排6.35毀5.0夸12.0倘6.9地不液化騙NO灘0.50醋7.35理7.0逆14.0脆6.2前不液化北NO炎0.50葛8.40峰7.0吐14.0爽6.6昂不液化逼NO遼0.50產(chǎn)9.45侄12.0標(biāo)10.0戰(zhàn)/懇不液化雪NO最BH3偉②君3-1沿0.50杏1.80挎2.0海8.0榆6.2災(zāi)不液化殲NO乖0.50恭2.80月2.0贈11.0排6.8南不液化無NO包0.50浸3.85疾3.0東10.0寫7.4翼不液化反NO抬0.50膜4.90片9.0企12.0泉4.6理不液化怨NO歲0.50帆5.95榮7.0訓(xùn)13.0涂5.7刑不液化閣NO廟0.50準(zhǔn)7.00愚11.0覺14.0恰/欺不液化紡NO扛0.50旋8.10采10.0參14.0休/味不液化釀NO稅0.50雙9.10較8.0掘16.0釘6.5目不液化血NO阿0.50炭10.1放0岸12.0領(lǐng)10.0秧/參不液化孝NO較BH6區(qū)②碰3-1侮0.50杯3.20晨2.0鄉(xiāng)19.0款7.0匪不液化染NO減0.50壩4.15遠8.0軍14.0涌4.6碼不液化蓋NO顧0.50抱5.10杰14.0生12.0鵲/育不液化詢NO固0.50長6.15他2.0辰11.0脅8.8筐不液化劉NO戚0.50勇7.20黃2.0劣14.0將9.4悔不液化鄭NO檔0.50浙8.15紫7.0訴22.0辦6.5帝不液化扛NO聰0.50督9.10奶10.0斷16.0漸/壓不液化飛NO沉0.50雨10.1罩5章11.0按16.0翁/社不液化畢NO敵0.50貨11.2植0昌9.0謎12.0止6.8庭不液化悟NO倉BH8杰②師3-1教0.50祖2陵.及00暫8.0跌7.0層3.9瀉不液化蛾NO兆0.50辨2.95段14.0畜19.0任/瀉不液化堵NO預(yù)0.50轉(zhuǎn)3.90河6.0去19.0擱5.3泛不液化跡NO長0.50個4.85弊3.0常15.0敗8.0宋不液化鑰NO些0.50末5.80眠5.0河11.0直6.6笑不液化吉NO林0.50眉6.85漆11.0吃11.0悼/芒不液化貓NO狼0.50汽7.90湊8.0異13.0滅6.0燃不液化徒NO創(chuàng)0.50涼8.85布8.0泰20.0舟6.0餓不液化船NO洲0.50雹9.90印5.0竭16.0昏8.1堡不液化式NO暮0.50辰10.5數(shù)0就12.0結(jié)12.0晴/晶不液化雨NO戰(zhàn)BH11元②需3-1廈0.50件2.05淚7.0盤9.0守4.1憂不液化食NO概0.50綱3.05產(chǎn)7.0居5.0送4.5行不液化窗NO劑0.50澡4.10踐7.0捷12.0遍4.9呼不液化找NO敵0.50納5.10符8.0魚5.0科5.0餅不液化乖NO普0.50疼6.10憑10.0危7.0年/往不液化宮NO統(tǒng)BH15策②芽3-1描0.50栗2.30閱4.0叛10.0智5.6秒不液化準(zhǔn)NO季0.50廟3.30宵6.0華11.0稅5.0邊不液化冠NO拿0.50啄4.30宰9.0壯15.0緣4.4范不液化萌NO夢0.50夾5.30揉4.0中11.0剝7.2吩不液化銷NO例0.50尿6.30廈1.0溫14.0謎8.9虧不液化戴NO財0.50撈7.30滑9.0幅13.0陵5.5馬不液化塊NO外0.50距8.30腎11.0女10.0用/祖不液化伯NO墊0.50蜂9.30觀2.0銅10.0濟10.7霜不液化咽NO噸標(biāo)準(zhǔn)貫入演試驗液化記判別表換Li冊quef亡acti啞ona孫naly綁sis造base支don餅SPT卷val類ue帶孔號糞Nro夾fbo矩reho輸le時層號撥Nro愚fst印ratu嚷m戶地下水侄埋奴結(jié)深童dw(m邪)線dept致hof驢gro殘und慶wate版r撿標(biāo)衛(wèi)錄貫管深睜襖度桃ds(m建)弓SPT盾dept投hds考(m)喉粘粒朗含廁票量澡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