振沖碎石樁處理軟土地基

振沖碎石樁處理軟土地基導(dǎo)言碎石樁法是用振動(dòng)水沖法在軟土中擠入碎石形成密實(shí)樁體,從而提高軟土的承載力。振動(dòng)水沖法是軟土加固中主要處理方法之一，利用Plaxis軟件對(duì)振沖法進(jìn)行數(shù)值模擬分析，以確定處理后復(fù)合地基的承載能力。通過(guò)數(shù)字模擬莫爾庫(kù)侖，改善土壤的性質(zhì)是首要被考慮的。從數(shù)值模擬的結(jié)果中可以得到軟土彈性系數(shù)的改善程度是可以估算的。此外，復(fù)合地基的影響范圍也是可以估算的。關(guān)鍵詞：鞏固；復(fù)合地基；彈性模量；改進(jìn)；數(shù)字模擬；軟粘土；碎石樁；振沖法喂1盛、饑緒攻論孩碎扎石查樁幕改沒(méi)善爆后芝的留軟效土身提攝高賤程便度雀取丹決備于遠(yuǎn)兩稈個(gè)量因埋素橡：貢一衰、獨(dú)軟贏土葛中水碎劣石扶樁徑部除分櫻是心由慶比鏈較綱堅(jiān)圓硬遼的剪材灑料墊（奧碎裂石撤、左礫太石徑等丘）竭組恭成做。怪這敏些俱主木要明在林[刊1薪-車(chē)6前]捐的茶文駕章擾中賺報(bào)怨導(dǎo)跪過(guò)輩。鞠二薯、管在棍振貿(mào)沖許法籃形捐成額碎都石稿樁鋒的統(tǒng)過(guò)符程容中智對(duì)替樁跨體載周斗圍桌的補(bǔ)土恐體升不類(lèi)斷爪擠座密喇壓羅實(shí)遭，料使繁樁興體涉周浙圍呈土前體次本逐身宅強(qiáng)目度瞞提胸高唐，凡最賀終鹽以扶提吵高輝復(fù)再合鹽地皇基擊的拴強(qiáng)席度批。故W僻a穴t舍t(yī)心e逆s眠[走7薪]敗和頁(yè)V籮a嘉u暈t意r拼a可i扛n片裹[暫8香]矩等嶼人飛實(shí)搏驗(yàn)腹證度明獻(xiàn)，稻振院沖廚而挨成年的樸碎軋石仁樁伯復(fù)如合瓣地繪基練改待善分了售原芳來(lái)閃軟推土烘的織一威些傾性桿質(zhì)址，釣從桂而升提蟲(chóng)高站了私加閥固任土拳壤畏的波排搬水遷性亡能弟。竊另置外洞，旋從免原蟲(chóng)位乒測(cè)卡試炮中補(bǔ)還寬可司以憐得驗(yàn)到盆，幫碎艘石競(jìng)樁麻體行周憐圍倒土磁的掌固漂有余屬晚性哥（荷彈熱性已模像量擾，外不招排慢水煤固桂結(jié)愚系播數(shù)洞，躁等悟）擊比奏處迅理裂前碰有李很戶大繁的鑒提斤高卻。受V輸a街u線t拍r嚇a瓜i勒n石[忙8鳴]甩提妙出纖了祖不粒排秒水醉抗蝕剪惹強(qiáng)狗度喊值卸的著規(guī)聲范但標(biāo)潑準(zhǔn)蛙,畝A海l替-依K繳h度a張f睬a域j兔i洋股和鴿鍛C暑r吊a鑄i害g胡戲[祥9狡]患提宿出男了太樁淋體掠周添圍信各艇土攤層洞的集強(qiáng)秘度碗測(cè)杯量向方禍法嬸。泄A找l崗a歡m野g騎i鑄r夸咬和材步Z從a臺(tái)h慧e值r腿音[包1室0率]狀略和另腐S烈a呈n嶼g炸l以e畝r彼a父t眼鹽[團(tuán)1灶1炕]杜提填出殖自塔然王土變和善加經(jīng)固學(xué)土鳥(niǎo)之排間妻的娛差蟲(chóng)異移，撫自要然若土險(xiǎn)的修標(biāo)浪準(zhǔn)貫貫絨入費(fèi)阻鹽力偉在路碎予石娘樁要處貢理爹后德比頑之祥以答前慣有如著鐵明伶顯株提翅高歷。悄天歸然單地豐基懲的衰N斗值爽范慢圍森在綢2法到文7瞇之河間李，愉而蘿經(jīng)役碎冒石惹樁縮加缸固衛(wèi)后于的烤地舟基法可團(tuán)以濕提辛高版到充5呀樂(lè)到合1動(dòng)2戒左說(shuō)右壯。厘w魚(yú)a央t幅t時(shí)e沿s牽等財(cái)人肯[救很7網(wǎng)絨]拋測(cè)甲得謀，足碎施石蘆樁物處程理亮的仗復(fù)扎合格地萬(wàn)基筒承跡載蝴力彈有裹著碼顯謝著猴提營(yíng)高蒜，爽樁盜體恰周勞圍子單膨位蠟面兩積鵲內(nèi)碑平往均爆提斑高為了穩(wěn)3勻倍除左狗右虧。傳碎困石椒樁恰處棒理疾砂咱土杜地卵基腐也羅有叉著漂顯壩著屬的短效危果捐。棒十頸字等剪陪切槍試鋒驗(yàn)擴(kuò)表廚明茫，于碎安石屯樁賴(lài)處晚理想軟綠土靜地堂基膽的纏前奴后夕，散地輩基慮土損的袍物臂理后力某學(xué)款性呆質(zhì)踩有模著何類(lèi)我似替的巧提槽高宋。按從廉試遞驗(yàn)體結(jié)元果鑒可盆得友，勺碎頭石朗樁犧處方理權(quán)地缸基片的弓效壺果粗以沒(méi)樁鳥(niǎo)體捎為域中半心但呈批放粱射使?fàn)钫?，鄙隨碗距捐樁紐體繪軸手心哨的勾距悲離刮增構(gòu)加楚面堪減駱弱隙。手術(shù)滑語(yǔ)齡符汗號(hào)蛛臨津嚷彈求性?xún)A模威量堆系會(huì)數(shù)懲目幫譜汪沸稱(chēng)辨有痛效灑平肯均按壓醬力促特欺訪狐騎簽稈塘璃偏辮應(yīng)秧力邁,紐應(yīng)報(bào)力油差集叨撕費(fèi)懇概鎖燦岸有瓜效尤徑左向葛應(yīng)囑力裁尾觀戲見(jiàn)糞除懇塌有滾效乘垂姐直糠應(yīng)姻力顧汁葬使換你涼希規(guī)亭浙僵徑悉向巧應(yīng)叫變同威蟲(chóng)形梨總累容駐重臭稀配幸征季灣鋒饒冬揚(yáng)情納斷授排礦水待固炭結(jié)排系科數(shù)子環(huán)甚算韻急憐趟盞籮載呆內(nèi)刊摩碎擦莫角魚(yú)按盾負(fù)遲習(xí)叢冊(cè)抬菜脊松栽匠滲爪透民系嬸數(shù)治削式青勇愧野頭露著倒養(yǎng)舊靜森止罪土漂壓嘉力搜系播數(shù)板如踢圖夕1隊(duì)承所惠示透，考z逐和渣H世c爸分繩別彎表負(fù)示洋深線度木（正距崖水煮平間地耀面報(bào)的嶺高橡度口）哄和其樁輸?shù)你曢L(zhǎng)怕度乒，腰碎核石盜樁肝處鋼理英范粗圍示內(nèi)欣距埋樁勉體摸中暴心紅（路處懸理品范泰圍聞內(nèi)脾某桑點(diǎn)鵲到蠟樁萄心辛的誤距彈離類(lèi)）繼處儉土似的礦物顆理構(gòu)性膛質(zhì)飾隨嗓的衛(wèi)變爆化誦而腰不股同臟。巡處基理食后嘉的蛇軟洞土則平善均貝強(qiáng)打度柜提復(fù)高搞了雕1筆.汽5咬到罩5腦倍繭左乞右葡,防改忠善碑的境效泳果蒜主納要晃取逗決延于雜土犁壤溜的勁類(lèi)匪型巨.癥不乓采再取勝這騾種宮改辛進(jìn)纖到蜂可帽能章導(dǎo)拌致致中達(dá)，風(fēng)在結(jié)相奮應(yīng)訓(xùn)的耀設(shè)滅計(jì)譜方壟法萌，忘高松估辨了鉆所值需爽數(shù)康量棒的些柱租材目料也。域雖夕然尚改毀善盡軟經(jīng)土銳的但特主性邁是料由荷野異外惹數(shù)鑒據(jù)革確堆定悅，產(chǎn)但司從浮實(shí)愉驗(yàn)師室獻(xiàn)中尊的商測(cè)笛試廣結(jié)成果譽(yù)也跪可顛推沖出范結(jié)就果練。暑事雅實(shí)潤(rùn)上亂，文大虧量炮的承實(shí)防驗(yàn)剩室奇測(cè)茄試圈結(jié)睬果掠證蒼明格:秀例非如胖B擋i吸a桑r瑞e黃z蒙等伯人臟艷[強(qiáng)狐1宣3尼檔]拆的刮體催側(cè)堪限知壓與縮頃和桃三久軸膽試逗驗(yàn)泄，愚證盲明派其政增焦加匪的暖楊漂氏之模糾量延作穿為井一誕個(gè)小函跟數(shù)個(gè)的遠(yuǎn)固揀結(jié)腐應(yīng)著力格。免阿墳爾諒梅炊達(dá)腔等扭人拼[棟徹1憤2京嶄]冷和希沈膽等都人斗[累冒1編4兆殊]配在盈巖企土軍文芳學(xué)暑曾化說(shuō)飲過(guò)奮:壁土糾壤先改袖良幣效己果鄙并狀沒(méi)轉(zhuǎn)有硬引闖起崖廣惜泛包的安研犧究更。劇其烏中峽一請(qǐng)個(gè)榴原塘因著可漆能住是掏，言無(wú)市論捏是更何效種鏡數(shù)樣值重方滾法腥，鬼也次無(wú)般法恨存版準(zhǔn)狐確晚計(jì)疊算灑出肆振時(shí)沖墊法究改蛛善匹軟掩土別特裹征界后叉的反土殺壤護(hù)性涼能治。遞不率過(guò)復(fù)，儀格時(shí)林晌伍雨德席[灘貝1虛5毫竟]較根京據(jù)跨經(jīng)棵驗(yàn)它提峽出幸了著振慘沖紛法獵成餡碎孝石湯樁憤的恒一晴種津設(shè)錘計(jì)典估言算遵方棚法桂。腫本泡文悠主元要驗(yàn)描岔述調(diào)了金振暗沖層法開(kāi)形眉成疫碎皆石榮樁雄后安土盟壤融彈姓性捷模添量富的歇變小化倦。供為義此順，雕在夕振假?zèng)_愚過(guò)蝦程渴中練于火碎辟石土樁越體陜上敏按惰置賓模猴擬貴器擦,規(guī)利室用惹數(shù)吼值拾模刺擬仰分綿析抗軟寒土裁的膀彈描性見(jiàn)模令量冬的銀變稼化隙。尤利律用棍這顫個(gè)盞方赴法揀進(jìn)環(huán)一礎(chǔ)步指推僻出堵振益沖精法張?jiān)O(shè)沿計(jì)議時(shí)柴的菜樁融體振改粱善懶效倒果陜的倍計(jì)斬算拍方叮法也。華首喉先雨，盼改怖善沃軟悉土煙性偵質(zhì)熊的誠(chéng)處撇理?yè)舴教苑ǜ钍且壅耧暃_況法工形幼成遼碎傭石將樁陳。抽接趙下輩來(lái)勉，閱改察善膚后盜土報(bào)體浸彈講性賠模趟量什的扯估阻算迷。抗隨鵲后麥，狀模微擬奇土握壤樸性本質(zhì)絕提癢高心的努情陷形賢。賊得沉出怨結(jié)爹論礎(chǔ)，別取督得材了豈一夢(mèng)定蛛的瀉成疫效遵。前2療角.終加俱固懷原灶理控由素各炒種狐實(shí)乎驗(yàn)筐證廳明壩,食由飼于疏成鈔樁完過(guò)領(lǐng)程養(yǎng)中冰樁所對(duì)輔周胞圍禁土岡層筐產(chǎn)略生仆很生大飲的套橫章向描擠漸壓轟力婆,售通駝過(guò)朵成丙樁柜機(jī)霸械輛將能不飼良拿的娛地揭基抵土李強(qiáng)脂制旱排喘開(kāi)裙并勻置窯換跌，探在挎地鵲基癥中率形魚(yú)成最具鑰有該密遍實(shí)充度仿高眾和售直磁徑糊大拌的豐樁細(xì)體胡，忍樁既徑昨向懇擴(kuò)壟張落在虹地術(shù)基甲中傳是閥一算個(gè)獅良榨好撓的賢排邪水郊通國(guó)道組，喬大懶大翠縮閃短態(tài)了臺(tái)孔汁隙圈水襲的者水蝴平釣滲邀透身途笛徑樸，掌增嚼加岡了甩有艇效槽應(yīng)削力羅?？s由堡W篇a舟t牙t浩e觀s柿等毛人舞[縫桑7屑倍]杏記欺錄抄尸。笛實(shí)惱際遲上撒碎壯石乳樁章的周安印置哈，宏形牢成曠了鄉(xiāng)碎久石沖樁談和懂軟邊土航共夏同漸作高用彈的理復(fù)井合購(gòu)地久基攝，璃改網(wǎng)變躲了遍樁恩體瞎周蠻圍斧軟灑土惑的業(yè)剪敞切健模郊量愧等赤性做質(zhì)撐，條V探a養(yǎng)u潔t膚r諸a尺i倚n展釣[掉界8篇咸]炸夕。種此者外胞，個(gè)B農(nóng)i證a副r雪e她z具敬[堆1戒3宗]士挎和乒繳L饞o惱n榆g炊啞[劑1肆6量]員等美人田由減室此內(nèi)搞土畏工尊實(shí)策驗(yàn)富得燙到歇之饅間包的花關(guān)股系辣。幕例勸如靜：怖突弊尼腥斯堪工扶科匯學(xué)攏校萬(wàn)對(duì)遍突忍尼份斯似軟稠粘鞏土京進(jìn)鍬行禾三夸軸址試竄驗(yàn)套，健觀板察解應(yīng)巡力知狀失態(tài)當(dāng)和扁剛懸度唯模席量絕的盜變釀化旅關(guān)革系肌。碌如味圖桶2甘所荒示歲（麻作槐為盯初習(xí)始里邊煮坡瓜的羞應(yīng)竿力徐應(yīng)羞變苗曲艷線臥）熔，帥T柿o尸u龍n評(píng)e棟k意t歷i場(chǎng)等塵人病[梯妄1朝7唱耐]辰霉排溪水極三劣軸指試誤驗(yàn)伏證倘明三剛會(huì)度洪模礎(chǔ)量禁隨勸著棄有團(tuán)效賢圍烘壓擊的華鞏妨固河而烏增顏加口。貍圖楊3四.桌清娘楚系地貧說(shuō)暈明智了福軟罪粘稻土胃中鄉(xiāng)壓御力坦和授固螺結(jié)盛系物數(shù)范的賠關(guān)乖系挎。赴江和證分拳別儲(chǔ)表勞示宅固鋒結(jié)躁系深數(shù)欣尾和憂鞏匠固顏壓往力遠(yuǎn)。斑角腰標(biāo)婦“姨r走e歉t轉(zhuǎn)”踐表病示姨根河據(jù)起哪靜國(guó)砍標(biāo)勺準(zhǔn)洽得迫來(lái)減。剖如浮圖殊3圖聾，穴增經(jīng)加多體性側(cè)牧限倘壓蹤縮還模變量腸作畝為喇一策個(gè)譽(yù)功堡能各的闊固聰結(jié)來(lái)應(yīng)燈力膊可評(píng)近時(shí)似雜地件裝液上酸，男在偵各詠種燭小骨變繪形晨，頭有供良服好款的訴線手性臘回咳歸輔。等根叮據(jù)徐這逮些胡實(shí)艦驗(yàn)討觀才察阻推葉斷籮，炕要違提鎖高耕土劉壤諸剛漲度辜模銜量甩，只在固其詳中振間典相趙互這依焰賴(lài)財(cái)?shù)某閯傔|度直模待量氏和盜應(yīng)述力沸狀挽態(tài)區(qū)，句是柄由癢以屢下燃公條式磚計(jì)筒算諒[桌晝1易3端傅]紀(jì)禁：鼻水肝昂雖劈巷凝驗(yàn)富細(xì)嘆道邊裁悼為網(wǎng)奧抱折綿（誓1第）姨公頑式秘（笛1發(fā)）業(yè)中村E險(xiǎn)苦(訂E弱0關(guān))些析和冊(cè)冤(陳)殊分壓別皮表女示傻彈薦性渠模巷量廳和證有列效慰平放均叔壓宜力釣。錦土啦壤定中雹=扮召(憤+鑼+蒸/鄰3啞)謙見(jiàn)，蒙指億數(shù)頭m拐代掌表衣正祖常括彈燕性伶模避量炭有辣效蒼應(yīng)慕力皮均憐值曬的炮關(guān)亮系抗。擾對(duì)態(tài)砂戲和糟泥犯沙握不絹同勇的繁參嶼量駝m芳的念范我圍戒0吧.貪5魔罪<瘦m索<用勾1倚幕?，F(xiàn)對(duì)催于餅一持般編粘衫土嫁和石砂建，對(duì)用扮代味替瞇楊紫氏辦模螞量巨作打?yàn)榉顓灴紟捣訹對(duì)參1院8身女]玻，唇從剖應(yīng)擇力耕應(yīng)盈變夢(mèng)曲遙線溫可乓得速，為從磚三岡軸捉測(cè)槳試佳割疾線黑模烘量已各規(guī)對(duì)美應(yīng)蘆于屆偏筍應(yīng)多力姥的馳一假半弱。不對(duì)塞于錫一翠般拳粘計(jì)土鈔，搞p伐l賢a鋒x的i丈s作用鉤戶膊手散冊(cè)煌指枯明慌，蘭建荷議合m滿取徑1麗。票此筋時(shí)該，符由公公副式撫（華1登）穿可備得稀剛省度們模遠(yuǎn)量粒和念有傅效蔽平梯均續(xù)壓鼻力否之水間騰是蚊線譽(yù)性膏關(guān)滑系跨。挖因條此謀，臺(tái)在團(tuán)軟檢粘慮土冠加眾固銜中布的堪楊忙氏脖模膛量誰(shuí)可俗以咐從插有漆效枯平筆均雜應(yīng)而力腎分屬布狡中女得伶出抓結(jié)詳果灶。洽在膚此意基怠礎(chǔ)關(guān)上吵推怕導(dǎo)幅，較模供擬面在累軟聰粘屯土捏中監(jiān)安亮置倍振再?zèng)_擔(dān)碎璃石琴樁土，水是膜用茄一鍵種權(quán)復(fù)痕合截地赤基謹(jǐn)。誠(chéng)屆世時(shí)評(píng)，淹振妄沖潔碎季石擔(dān)樁好加摔固瘋地懸基趨的謝有舍效云平饑均核壓溫力笨就顏可叔以京推普算權(quán)出業(yè)來(lái)禾。背數(shù)掙值傷分爬析蹤的炕是普用裝計(jì)甜算都機(jī)闖軟在件虹p色l啦a摘x搶i版s起惰[誠(chéng)拿1扛8段話]類(lèi)如叫碎翅石穿樁滿裝食置利是需模罷擬涂作臭為聲擴(kuò)約大免樁批間紙的語(yǔ)軟奏粘辦土澆。跌擬慨議冤的癢分最析溜是遙土晃壤淘的頓改老善去。肺土橋壤嚴(yán)中值，此一侍方嗎面槳，笨樁裹體抹強(qiáng)屬度垮比略較扛大伴，朵另株一亡方惜面興，錘在下振謎沖堂過(guò)餡程蔽中公樁此間薯土肆也顆得促以書(shū)改膏善拉。別3才．受復(fù)奮合猴地臂基炕復(fù)削合泉地餅基把已礙被斧許巖多縫研士究能人吵員棋研罩究沿：蓄可攪增困加蒼承您載湯力唱，如減賄少藍(lán)沉肺降賄和燕土害體示固潛結(jié)灶[藝固4恐,胞5女,專(zhuān)1貌9品,倍2舉0導(dǎo)各]差侄。刮在砌本骨研夾究嘩中扣，折N萍a李m糖a凝a瘋工恰程朱和妻S寸.粱A頭.壯E婦協(xié)健會(huì)豈[廁意2蠢1亂刮]指在性研建究黃調(diào)交查場(chǎng)碎郊石恰樁震工蹄程駱資合料早。炭土料壤勉剖弊面炕是子一療層詞1穩(wěn)2日.稼2簡(jiǎn)5尚米煙厚揪軟疊粘房土咸，雪一煙層徹1輛2或.淹7滾5受米濟(jì)厚焦沙帶層猶。手?jǐn)?shù)樓據(jù)糠在炮[編飾2孔1緒國(guó)]聾顯群示槳較同高宿的向力原學(xué)絕特宴性壩，糠砂卻層么超降出伍了陪軟林粘長(zhǎng)土捕。捷因頸此笛，米假豪定厲土廈壤共剖虹面模是紙為瞧剛煌性競(jìng)地顯層芒（銳見(jiàn)慢圖水4彼驢）桐光。曾在悉軟杰粘岔土污，捕初瀉步旁定陣振區(qū)動(dòng)嘆壓把實(shí)享碎賠石湊樁澆直逝徑疑1慧.攪1尾米含。孫則死原佩土遇壤剃和依加渣固返樁義體凡以尤及肆砂他石含的村性廣質(zhì)貼見(jiàn)佩表洞1已。梅為槐構(gòu)受柱祝材姿料廁的哲便中捷生選匪取垂就偷是徹處賺理攀后鹽級(jí)忘配屑礫縮石嫩證悅明觸其腹低豎排煮排蔑水吃固努結(jié)頑和宰可?？考彽姆N摩班擦設(shè)系安數(shù)略。悄B臨r星i擔(dān)n秒k伏g群r咽e蜓v趨e連逝和遺能V擦e掘r支m惡e像e方r仔約[燥儲(chǔ)1痰8首噸]顯建嫂議姿，瓦軟自粘振土季內(nèi)囑摩燙擦逢角潮通旱?？』哿泷??；@D辟a摩m婦i令e靜t薪t任e義的黨設(shè)明計(jì)嬸就且是借如共圖禮4溝所痕模漏擬騙的僅土葛壤陷剖壽面期（廉參格見(jiàn)踏圖登4什產(chǎn)）呀筑。肌邊番界矛條籮件充是傭固汗結(jié)拘試腹驗(yàn)君來(lái)晚決佳定奇。佛振客沖秩法罵形個(gè)成錄復(fù)不合蛋地麻基跑中無(wú)樁醬體命和國(guó)周甩圍初土勾壤紡的妖邊夠界漢假碼定傷為粘理栗想診的喬（顏全鈴部散粘熱結(jié)梯）務(wù)。乒這吩就描意崗味溪著腎剪貼切蹄應(yīng)歌力餅在壁柱攤和彎土蟻的誠(chéng)接網(wǎng)觸豪面誰(shuí)上暗。熊復(fù)輪合灰地創(chuàng)基曠中米p坐l吸a繭x識(shí)i蹄s冬軟葵件后是京用穗來(lái)柔進(jìn)軌行改軸坦對(duì)虧稱(chēng)短數(shù)偉值孫計(jì)膀算廉改閑良份土條壤辯中禽1現(xiàn)5你個(gè)靈節(jié)徐點(diǎn)史三懼角棕形譯有寸限和元推素劉。遍從能數(shù)闊值贏結(jié)導(dǎo)果擠，打我加們肆著杜眼夕于寇樁匪體織的毀有踏效穿影興響癥范焰圍臟和夾初濤步鼻改插善呢后竄的火土懇體燥變洗化若。密預(yù)的測(cè)逗結(jié)由果舅是玻在削軟遺粘它土造層稼（摩參字見(jiàn)世圖霜4賺虛賠線棟）沈在渾距雪離毒軸怒心線0婚.籠6降米袍，呀肌1斜.筑5階米媽和艇2娃.昌4萌米性。牽圖電5犧重婦振掠沖財(cái)碎永石孫樁孟復(fù)司合肢地載基說(shuō)的酬模鍋擬以：婚（燒一外）廉模揚(yáng)擬總改迷良刺土仿;度柳（基二繩）芬模優(yōu)擬輛樁丹體排擴(kuò)和張掠;螞滿（甩三誓）灶改悲良在土歷離蔑散慚性榮。欺在蹦軟彎土粘中霉樁埋體哀的份橫掀向俘影炒響眠占叼4得5緊%思，緞慮弱到慘采洲用眠'彩'擦有登限寨元帥網(wǎng)醫(yī)格長(zhǎng)'倍'剝所熊規(guī)遇定宋的貸選女擇型p奧l梁a存x限i劈s可軟優(yōu)件盟（扮參逆見(jiàn)姻圖島5螺釣C兵）裕。劉為圍了閃分掌析艱在枝軟鋼土失中霸安鈔置杏碎裙石側(cè)樁俯的芝加效固躁效核果強(qiáng)，寫(xiě)D餅e膀b植a輛t疫s怪等并人姓[后麗2類(lèi)2鼓饒]攏對(duì)襯其話數(shù)達(dá)值尸模專(zhuān)擬扇分?jǐn)[析煩。暢它寄包裁括球3沉個(gè)券階踏段售：獨(dú)軟蝕粘抗土搜中延樁致體諸不殲排銳水榮固三結(jié)雨，章砂國(guó)石來(lái)的上擠施密案壓天實(shí)央和呼1勝1包個(gè)正月蛾的娘復(fù)類(lèi)合拼地賽基撥土雷壤關(guān)的揪提粱高套?？皩?duì)蓬改水良糕后城土俊壤貸可聞?dòng)脭U(kuò)p館l毫a拘x鋸i奸s銀軟巾件休的校各臉?lè)N躬方匯法冷對(duì)甲基鋒進(jìn)至行見(jiàn)模殺擬章分蘋(píng)析壺。湊事軋實(shí)以上殲，持樁偶徑炮超艇出鈴這稅個(gè)避值敵，所它吊已接表箏示統(tǒng)，透樁桑體悅已擠經(jīng)模不疏影僵響焰土約壤恭改班良喉。氏改青良咽后頁(yè)土律壤蜂中誕的劃樁擠體筒和魚(yú)周袍圍啊土鬼體都都核可精以峽進(jìn)寬行偵數(shù)熊值另計(jì)咬算折：駝是駐微稈索趴為午側(cè)撤向混土根壓源力金系題數(shù)峰。潑4補(bǔ)、割結(jié)畫(huà)果漠和咸建通議絲振緊沖派碎略石來(lái)樁裹改遇良萍地敢基康土泥分曬兩跳步逗進(jìn)竹行饞：沖。違一盈是遵樁絲體嶺對(duì)方土誘體診的膝改伍良器。委二蜻是洞原桑土門(mén)壤尺改蜂變太后偏土唉的鞠改哀變概。徐樁途體株對(duì)魚(yú)周督圍僵土捕擠級(jí)壓鋪產(chǎn)礎(chǔ)生蘇的擾偏趨應(yīng)甜力躁q般表利明驢樁聲對(duì)揮周賓圍抹土采體擔(dān)產(chǎn)蜓生臨的割影休響忠范腦圍趨，挎可博以鹿計(jì)焰算詠出球最帽大特徑宅向賄應(yīng)準(zhǔn)變據(jù)（妙見(jiàn)肆圖界6哈，塑階水段腫1虜）使。孟這汪個(gè)鴨結(jié)柄果蹈和位假訪定品的年結(jié)爭(zhēng)果窩不秒是塑一田致黃的嗚，造而止周么圍鈴的掏軟煙土痕仍你停摟留和在真彈攀性蔬階蹦段直[好擴(kuò)2讀3聞,柿3瞧挺]京菌。啦圖坐6墊已誘清緞楚沿顯叫示跳當(dāng)椒距辛離釣樁轎心示軸鳥(niǎo)線和越多遠(yuǎn)妙（并從蜻0篩.盛6蕉m勵(lì)至撤2雙.抗4隊(duì)m轉(zhuǎn)）盡，砍偏稿應(yīng)妻力救越絲小右，碌加慕固涉效米果智越尺弱鴨。歐柄樁通在凡形膊成揉過(guò)徹程糞中努，振靠櫻近危樁符體敬周奪圍呼效如果少最抓明尖顯胃（權(quán)r族=化0圓.翻6暖m衰，萬(wàn)參敵見(jiàn)宿圖暖6霞）宜，猜以侄樁純心低軸告線凍向怎外屑呈烈射爽線服狀際輻遼射趟。盾因愿此身，漂橫掉向爪壓也縮滅（普圍繳壓猶）關(guān)鳳，敢是侵與濾周妥圍或土星有闊關(guān)彩的疲。這但砌是薪，滔有池基秋本級(jí)上盞不五變蛾（慶參舞見(jiàn)狗圖膽7獄、開(kāi)階批段歪2曠）藥，廣而栗在欲土芽壤慶固繡結(jié)后過(guò)景程余中憐有決效憂平睡均意應(yīng)姐力期才鎮(zhèn)開(kāi)煎始敘增住加剃（褲參捆見(jiàn)籍圖沸7蘆，紹階調(diào)段副3染謀）浸。聰5蛇笨、歌樁漿體遍的鐵影唉響映效監(jiān)果攪由久于擇碎摧石匪樁負(fù)形迷成勉過(guò)痕程杯中污在閥原查軟甩土舞中峽置云入鐮一素個(gè)昆石慈樁伙，怖是恩黏參土蛇中兩一撒個(gè)姑良屋好閃的蜓排妻水貫通贈(zèng)道叔。角樁宏體欠對(duì)慕周報(bào)圍廈土倚體叨進(jìn)甘行腳擠紡壓宮產(chǎn)危生棵超擔(dān)孔艱隙候壓消力療，慚其鳴隨晌著買(mǎi)徑值向禾距寇離診增些大錄而亂減聽(tīng)小喜（脊見(jiàn)犯圖鄰8礦）居。江當(dāng)乞徑?jīng)_向境應(yīng)攪力級(jí)增留加拌使抱垂票直鴿應(yīng)滾力差減戶小致（約大積約揮2宮0槳%眨）立時(shí)李，僻而潔有蓬效刪平咐均疾壓碑力督基胖本抗上瞞不預(yù)變員（哪見(jiàn)帖圖短7劣，慌階代段安1霜）傭。錦例棄如煉數(shù)缺值泡預(yù)盾報(bào)潛，董欠耕聯(lián)迫大榆當(dāng)兵天宵通飲過(guò)桂的頃莫省爾定庫(kù)餅侖掀的霞行棍為銷(xiāo)，桃仍馳是秩值矛得宜商拐榷陰的編，膝特牲別艦是鎖減擋少倍了糞垂憶直金應(yīng)姨力復(fù)在與軟頸粘傭土南。外圖思9報(bào)顯厚示內(nèi)變漏異遷的貴歸毀一基徑鴿向帆，垮縱砌向籌和聞平條均栽有列效地壓鏟力婚，謊在鋒中程厚食度國(guó)的誼軟價(jià)粘睬土哄層剃?？灯空衽f沖士成演樁殊后越土瞧體代的級(jí)有貪效繪平嗚均織壓槍力沸基烏本籠沒(méi)牧有蝦改完變?nèi)溃囈?jiàn)壯圖咽9血）尺，帽而籮垂曠直捷應(yīng)肚力聽(tīng)減默小框使葬徑暗向熄應(yīng)還力涼增乏大姑，扣切策應(yīng)端力豆或融多零或駁少忘的蔑有裙些尖變銜化劍。抹如居圖醉1滴0亦所束示篩，怪樁技形飛成押約喇1塊1局個(gè)烤月?tīng)I(yíng)后顏，絨有獨(dú)效媽平喇均奉壓閣縮機(jī)應(yīng)誕力賣(mài)進(jìn)窮行值重事新棟分襲配翅（今階如段矮2孟和栽3譽(yù)比景較肉明吵顯聲）經(jīng)，松大末部潤(rùn)分現(xiàn)荷份載鼻由徒樁使承穿擔(dān)毫，堤樁野體她應(yīng)嫂力帝和裕樁鏡間股土幻應(yīng)疼力拳之果比乳約茶為恨3厘~撿4拔。喪復(fù)閃合縣地慰基追的蝕彈侍性濤模你量坦也堵隨捧之辯增蘭加斗。餐處保理蓋后妻的干地舅基助沉濫降廟減孝小脖。牽6訴、喚周妖圍芽土昌體提的撥改街善妨效謠果奉在暑第陜二掉部肢分式中柱曾成提氣到腳過(guò)鼻，擔(dān)在框地輕基也上如振直沖認(rèn)碎擁石等樁浩后晶，酷復(fù)景合忙地低基陪中技樁頁(yè)體吃周脂圍柿存聯(lián)在脈著途超湖孔底隙嫁水暑壓攪力蹦導(dǎo)滅致茫的硬一店些當(dāng)結(jié)攔果睛（鏈見(jiàn)爛圖眠1卷2察）授。僑D慢a愛(ài)m釋i辱e決t觸t草e找的選調(diào)餅查抵研厘究縫方述案釋中豬，膏在柱安皂置順樁區(qū)體盜后神大候約董有擋1頑1宰個(gè)轉(zhuǎn)月疲（當(dāng)森3來(lái)3誠(chéng)5艘天潤(rùn)）耳的寒鞏財(cái)固手期拜。汁這守一茅時(shí)己間嗽段超比封預(yù)戰(zhàn)想蛾的殲時(shí)神間斜要蜘長(zhǎng)敞，謹(jǐn)也間比聰固線結(jié)紹時(shí)疑間察長(zhǎng)表，域有緩助枕于膚提預(yù)高葬軟宏粘鉆土朵強(qiáng)與度穗特肅性艇。資為羨消振除戒那跪些順過(guò)唉剩朗的拐孔翻隙考水艦壓叢力清，撐樁痕體丸的估有支效嘉影鍬響糞半偽徑桃平協(xié)均羞這歉有右效憲應(yīng)結(jié)力惱6強(qiáng)0墾%鼠（益圖蘇1堆3擋）菊，踏有摸效堅(jiān)半狡徑亡在賺5獎(jiǎng)m者范梨圍凱內(nèi)歲的館實(shí)語(yǔ)驗(yàn)溫結(jié)慰果略，沒(méi)D辦e崗b浙a振t胡s棟等福人焰實(shí)小驗(yàn)從[至宗2柄2紛稠]淹。帽處蓬理鑼后留軟式土扭的憤正棋壓走力兔，炮縱按向狗平祖均騰壓著力陸與匯半宮徑盞r污之竿間傅的痕函暖數(shù)臟關(guān)醫(yī)系騎由君圖洲1寧3痰給慮出鞏。們數(shù)欲值悅計(jì)夕算狗結(jié)暈果街表憤明擊，龜樁講的葡影研響縣半銹徑持（醋從給樁約軸咱心碎到痰影校響覺(jué)點(diǎn)畜距獨(dú)）猴大燙約俱是應(yīng)樁窄徑售的劫6塌倍裂。爽在朽這利個(gè)讀有淡效欠影六響周范單圍迎內(nèi)跡有此效書(shū)平話均歌應(yīng)傲力越平秘均脾增邀長(zhǎng)罩3承0廈%希（認(rèn)見(jiàn)斬圖雹1腰3胡）陶。遷超屆出左這抱個(gè)略區(qū)脹域柴的盛有求效蕩平恥均偏應(yīng)背力植是仍幾揉乎可不僚變舞。濫W磁a處t騰t浴e旬s茫等大人散[嫂體7網(wǎng)喪]米類(lèi)初似帖的獅實(shí)無(wú)驗(yàn)鵲說(shuō)稈明盟:批假沃定弊顯哥著至增冬加攏應(yīng)玉力怠測(cè)勁量激在止距闊離皆相陰當(dāng)跡于腐5甩倍闖柱舊的伶半剩徑螺。喬從仆圖償1懲3惠屢，晃它號(hào)也火可黎以謀得物出絲結(jié)債論猴認(rèn)悼為昆，剃增近加根有游效怪平尋均巴應(yīng)與力電，進(jìn)主出要穴是截由若于翁增真加淺的津徑怖向腰應(yīng)胡力嫂。擇吐由劣壓劑力芹傳鼠感哄器這可腳得父，好隨用著泊距微離備樁飽體菠軸胡心氧距島離槳的負(fù)增淘加報(bào)，帶其興影涼響窩效盲果礦在督減橫小巷。滴初丟步磨加嚴(yán)固必之烘后誰(shuí)，療處笛理斧后攤復(fù)若合帖地庭基肝的屆土黑比錫原悶軟竄土謹(jǐn)?shù)膹N有哈效圾平供均須壓照力怒有寄明耀顯議的濱增洪長(zhǎng)查（管圖優(yōu)1箏4陽(yáng)都）旋。帶其交實(shí)錄是浸由霧于慮楊影氏示模陽(yáng)量殊實(shí)夜提茶高擱了嘩很疊多感?？?柱船.錯(cuò)缸結(jié)間束灘語(yǔ)算安樣裝澡碎濁石炮樁興在做軟哈粘序土家采丈用烤數(shù)賴(lài)值躍模遇擬慢分牧析怨，蛋固縱有虹的齊數(shù)塑值答可秤以譜使調(diào)用課p扭l蒜a馳x豪i項(xiàng)s夜軟狠件梯計(jì)肯算置。芬模譽(yù)擬舊顯寺示赴，晌軟紛粘聾土充性象的街顯卡著哲改瞎善脾，濃受返到掛振閑沖直碎澤石彈樁他安量置喚的盤(pán)影低響現(xiàn)。頃M兇o幫h借r子翠C戰(zhàn)o真u嫂l渠o借m衣b因?qū)υ七@爽主緒面厚有蠻著荷重鴉大吵的逼貢趙獻(xiàn)增，奉其垂主釋要梳結(jié)貼論穩(wěn)如賴(lài)下孔：幣1橫，富短飛期踏內(nèi)胞，驕振般沖烤碎羞石生樁濤形綿成碑過(guò)拒程鉗中崗，縱超渣高旦孔澤隙雖壓蔬力粗，挽使扁周鼻圍輩的剃軟黑粘源土泥排獄水犁固曲結(jié)越，競(jìng)有位效晨平段均生應(yīng)來(lái)力辦增肉大摸約敏4悼倍騰左外右督。話2桿，福之偉后告的抵1蒸1櫻個(gè)療月姨，岡碎久石飼樁宰安千裝就其蓮間戲軟遼粘此土約的躺固努結(jié)畫(huà)預(yù)考測(cè)控如鹽下王：筋語(yǔ)-東奏膝超織孔困隙延水榆壓綿力廟所鋪造山成絞的屢有除效踐徑扔向挺應(yīng)贈(zèng)力脈增柔加粱導(dǎo)殿致希有協(xié)效息平低均巴應(yīng)桌力型顯露著濫增壘加逗。義-漠癢娛有啊效用的費(fèi)垂木直捐應(yīng)驗(yàn)力寫(xiě)幾禾乎稀不轉(zhuǎn)變些，飼其依系煩數(shù)超隨置著喜側(cè)鄭向鞋土克壓師力羽變壞化桂。債柱-部料韻從叔這朋種終初俊步?jīng)]的趕土皮壤們改伴良沒(méi)的搞距引離居相村當(dāng)權(quán)于軋6恰倍份柱趕半株徑承，茶改刃善傍后歉的梨軟恭土朋楊丹氏倆模輕量緊可矛以比通夏過(guò)燕加劑固擇土路來(lái)倍估濫算鋒，覽肢G婆u午e芝t輝i拾f恩匪等算人旱[綠籮2蜜4昂糞]曾似。軍漆-炮市腦樁膚體駐的孤影川響條半鎮(zhèn)徑極和齊樁剪間孔距鉛有昂著窩很者大裂的移關(guān)丹系現(xiàn)，受還飛要牧考膜慮饑其怕群批樁認(rèn)效險(xiǎn)應(yīng)術(shù)。搏-榴竟竊M祥o繁h約r椅逐C慌o冷u溪l哥o沙m蹦b祖說(shuō)民這銀些捆結(jié)瘋果景的距預(yù)圍測(cè)愿都僚通踩過(guò)億實(shí)習(xí)驗(yàn)厲試聞試皆驗(yàn)常的僚?？?耽美.螞零在菜設(shè)栗計(jì)匆振區(qū)沖氧碎銹石澇樁鄰形播成奪復(fù)籠合雞地事的編過(guò)井程四中罰，接就浩考惹慮紡改忽善給軟府粘詢(xún)土塌楊抬氏羊模乳量懷。王因篩此沉減膀小胳沉屆降支的非設(shè)縣計(jì)訊相叫對(duì)島于偷以攝前卸只昨是別改穗變體原篩土閃壤眠的枕特堤性跑更者為丸重鞏要欣。及現(xiàn)瘡在翁只擔(dān)是賞安朗置先碎成石穿樁責(zé)體覽后械形降成修復(fù)這合嘉地池基休以伙改文善虎軟礦土忍的倘特屬性射，別提翠高講土趣體漲承陵載禮力朽。診將挺來(lái)襲我顛們即可忽以里用親更澆好發(fā)的雨材愁料處來(lái)燃安逗置朝到券土演壤概中勇，標(biāo)以純承箱載撥其宋上斥的計(jì)永廢久悔荷滅載線。叉I減m急p粉r貞o塘v洲e勾d察繁s水o般f壞t國(guó)割c測(cè)l酒a春y箭潮c旺h勝a深r浴a橫c提t(yī)槳e頂r館i照s薄t哭i扎c苗s硬臂d類(lèi)u羨e哥雁t六o炊事s歡t怖o虛n遺e仰確c棚o此l蒼u許m企n守銹i盤(pán)n長(zhǎng)s昨t豬a拳l配l標(biāo)a忘t軍i革o坡n暖Z決.童例G螞u肢e衣t侄i腔f倆卸a尸,至陳M拿.葬棕B球o瘦u繳a素s放s扛i駛d剛a鐮莊a肉,裝*只,勿湖J枯.隱M慘.牙逆D殃e火b役a利t逗s吐攤b養(yǎng)a的乳G南e吃o渣t弄e哄c指h欄n穴i考c衰a相l(xiāng)符黨E察n霉g昨i及n悄e頂e由r容i筒n勺g平奔R沾e誦s生e借a鵲r箭c遭h膠秧T乓e俱a爺m至,報(bào)予0鳴5翁/冬U華R送/叨1泊1竟-示0立6充,輝擋N千a嚼t秤i越o才n頃a票l劍懲E痕n墳g景i避n幅e巾e繡r女i恐n農(nóng)g帶斑S們c害h降o散o舊l菜寧o為f疊齒T歸u頸n溜i駝s俯,灣座B婆P茄能3猴7繭沒(méi)L姜e演啊B董e急l輩v薪e?！渖靌除e廁`政r倚e挖炎1懼0描0側(cè)2苗狂T天u漁n竟i索s獲,疤點(diǎn)T糟u車(chē)n荒i才s議i澆a畝劑b掙使T源h謙e藥漏v誠(chéng)i砌b據(jù)r匙o(hù)赴f望l蜜o鹽t探a鍛t快i運(yùn)o罷n功叫G轉(zhuǎn)r融o核u追p玉,磚刮1還4咱4軌5占殿C野h閉e劃m憤i響n萬(wàn)蹄d桌e寄s衡臂L掘a童u喊v啦e庫(kù)s忠,楚盯1死3腐1半0頌0獄竟A坡i咸x蔽尸e攻n扇夢(mèng)P過(guò)r頑o著v狀e熟n判c網(wǎng)e繭,獸虧F興r鏡a炭n抵c普e勢(shì)R持e式c次e訂i撲v描e爽d萬(wàn)撤1醉2刊膨J盜u惜l評(píng)y密盈2間0娛0必5棄;職猴r缸e雕c脫e宜i學(xué)v被e耳d售蝴i歐n核課r孟e蓄v留i滑s愿e螺d消害f載o傻r喇m引培2畫(huà)0性麥S披e葬p賠t璃e讓m冠b仁e掘r滾晃2接0悟0鐵6聞;櫻揉a晴c貫c漿e全p琴t造e茶d截論2量9和炮S被e胸p女t立e拉m痕b縣e璃r吉徑2半0以0犬6晚A綱v蠅a宵i鹿l籠a賓b亦l(xiāng)趨e韻牧o騙n釀l再i討n卡e眉曠1嗓8委薯J渠a凈n集u苦a鄰r舞y液申2錢(qián)0儲(chǔ)0查7刮A千b昨s預(yù)t搖r遞a蝶c員t莫A兼贏m涉e爆t碼h物o域d氣掠i林s聲遼p練r鬧o質(zhì)p蒙o疲s軋e補(bǔ)d鐵麥f丹o機(jī)r喇五e(cuò)番v栽a和l梳u且a辟t紫i逮n開(kāi)g背保t拳h(huán)凍e漠汗i要m勤p粗r紐o館v規(guī)e釘m倡e填n錦t匙鍵o城f餅暈t圣h鐘e君角Y吳o姨u貞n塑g陜兼m影o姓d掏u王l桿u淋s礦蝴o盜f鞏智s后o債f用t君未c執(zhí)l獄a逐y須娃i梁n米晚w卸h猜i脅c倡h攤顆a桐被v障i膊b裝r透o擔(dān)c添o敗m昨p戒a珍c宇t襲e純d唉赤s據(jù)t觸o包n趴e欲耕c直o恐l植u斤m下n綠斃i孝s孩享i鍬n禽s母t插a渣l植l軍e血d曬.醫(yī)乒B惰y再剃c蒼o唯n帳s垃i鐵d朵e別r疏i河n棍g桑綿a鉛鎖c咬o雨m蚊p逢o分s盞i償t鼻e叉攤c宮e初l末l虎擁m厭o斬d勺e或l忽編a鈔討n收u瑞m黨e箱r旁i惕c達(dá)a愛(ài)l憑舊a亂n亭a嗽l刮y須s絮i省s顆帥i收s固聞c柱a插r址r看i乓e裳d附成o控u勸t三皂u薯s成i新n手g唐上P折l攻a末x謊i滑s蠶等s憂o岔f武t界w歸a摧r鐘e委企t贏o種三s判i屠m(xù)尚u謠l項(xiàng)a港t仙e史庸t悅h斯e仰撤v三i糟b掏r豬o菜c挪o身m址p握a蔽c飯t嗎i恐o瘋n肉史t露e臟c境h尺n霜i資q爆u濱e趣,敢歡w處h辜i索c纖h語(yǔ)砌l斗e緊a刊d鹽s季蛙t濱o費(fèi)霞a鍛寄f禿o雄r導(dǎo)m貝守o樓f拆槐p抽r途i才m緊a方r禿y包選c叔o筒n好s聾o被l洪i滴d擱a嬌t事i撞o拆n秋村o掀f贏殲t氏h伏e今困s院o摘f燃t沃鑒c東l炒a痛y朱.沫瘡F菊o良r匠求t贈(zèng)h自e喂怪n游u拴m逗e蘭r強(qiáng)i氧c康a夜l友尊s慘i柳m斯u輝l棚a罰t勿i壯o樓n戰(zhàn)撒M斯o赤h光r拴掌C敲o芳u翁l銀o街m臂b盆腐p愉e止r氣f篇e休c剛t或開(kāi)p亦l(xiāng)反a診s登t驢i艦c施綠b撤e量h遷a紗v斬i娘o貴u爹r擊寸i緒s平誠(chéng)c麥o照n月s忍i失d誠(chéng)e勁r串e嚷d薯叉f葛o證r巷械t揪h胖e喊萍i陸m今p需r梢o長(zhǎng)v筒e開(kāi)d禿事s泛o稻i機(jī)l傘幼c現(xiàn)o翁n率s扔t易i永t攏u猴e毯n零t看s迅.圾和F裹r傍o慕m五在n裹u諷m麻e渡r稱(chēng)i矛c讀a收l(shuí)康有r丑e碑s歪u址l溜t朗s命怨t培h洽e鮮徐d段e敬g敢r納e偉e螞均o翼f冒歐i蠻m夏p念r叉o辨v勺e吼m謀e觸n仁t譜者o栗f艙遺t齒h恩e配蜻Y窮o伶u摸n斜g表壞m銀o屢d礙u鑒l怠u勵(lì)s桑胡s兼o選f傭t珠很c財(cái)l陳a鏈y(cè)撐朋h涂a賽s躍秒b暈e爭(zhēng)e犬n午相e調(diào)s貌t翻i擔(dān)m攝a蔬t養(yǎng)e極d環(huán).尺輛A冷l營(yíng)s鋸o友,?；╰器h往e唐兇z礎(chǔ)o坊n告e肌換o返f盜趟i伐n蠅f捉l慌u敲e繞n哪c夠e悠兩o騾f(xié)嚇尿t糧h不e媽綁i克m弄p拾r持o續(xù)v處e鴨d暗脅s嚴(yán)o怖f得t午丘c廉l諒a測(cè)y運(yùn)兄h灘a愉s賺代b啞e疤e穗n石磨p彎r春e懲d槳i贊c戒t讀e任d法.螞襖K拋e耳y僵w惰o牙r絹d肚s膚:砌援C急o配n蹲s樸o辣l但i湖d繳a喉t窮i廢o禁n剖;隨章C最o李m猾p販o略s寫(xiě)i侮t驕e從保c包e團(tuán)l棵l營(yíng);素麻Y病o禽u免n凍g懇囑m銜o蓬d含u廢l詳u床s釋;礎(chǔ)做I劫m永p臭r鴿o縣v下e元m沃e爪n暫t伯;震瑞N暑u總m桿e沫r甲i圣c贏a莫l雷碰s典i疫m界u闊l肥a瓣t回i懷o艇n蠢;軟新S娘o弓f冬t料登c爹l炊a邁y早;匹蝦S婦t基o燙n飼e捎匪c旅o唇l扒u吉m棉n脊;脾腰V摸i濤b黃r并o竭c完o細(xì)m烏p咬a汗c徐t贊i烘o婚n琴1挎.連黎I胸n瘋t竭r偽o鉤d岡u譽(yù)c勒t環(huán)i敬o低nThedegreeofimprovementofasoftsoilbystonecolumnsisduetotwofactors.Thefirstoneisinclusionofastiffercolumnmaterial(suchascrushedstones,gravel,andsoalike...)inthesoftsoil.Thisislargelyreportedintheliterature[1–撤6靈]歉.珠幻T江h(huán)叨e噴魄s斃e回c盯o裳n電d繭航f賴(lài)a田c散t珠o勒r然廉i專(zhuān)s狼閥t箱h顏e勢(shì)顏d襖e華n霞s恥i卷f辭i苦c券a傻t爆i金o炒n郊戶o雖f榴手t出h群e武念s究u效r農(nóng)r困o非u闖n返d顏i槽n問(wèn)g鴉防s攔o涉f膠t休鎮(zhèn)s訪o暢i寨l員僑d定u隨r漆i壯n占g快曬t冒h早e紹閥i究n階s敞t當(dāng)a津l頓l旱a肚t濤i位o澤n軌臥o損f百插t彎h狠e禿或v慌i桑b看r織o析c棕o撒m弦p渾a倚c扯t轎e賄d惱濾s惠t鄭o陶n嘗e革梯c葛o籮l感u緞m叢n船考i皇t蠻s折e掘l著f片書(shū)a論n繳d尋堡t個(gè)h父e漂月s壺u樸b傭s村e(cuò)示q檢u漿e監(jiān)n毫t好瓣c所o濫n霧s冒o拿l先i量d臂a巖t格i盡o賣(mài)n搖愉p喚r頓o詳c霸e泄s屑s指業(yè)o驗(yàn)c噴c或u昨r男r庭i奴n榆g治治i牙n頓罪t袖h廈e爐訪s扭o捷f看t弓腳s侄o戰(zhàn)i商l品桂b銳e保f久o嚇r杜e夏作t素h漲e蜂懲f質(zhì)i貴n罵a迫l紋栽l稀o逐a押d污i炕n酸g個(gè)眉o(jì)塞f內(nèi)槍i呆m茫p孝r社o艙v壤e殊d旱盒s燃o(jì)褲i興l奸.摸許T拘h歡e斯核e類(lèi)x虜p薯e饞r探i瓦m穴e耽n單t蓋a康l共平w敬o柿r視k嫂觀p元e網(wǎng)r玉f山o獵r閑m店e促d途孟b款y鎖悔W漸a驗(yàn)t雕t筋e喇s案局e建t押葛a隊(duì)l暈.薯山[依7刺]答,徐傾a嚷n懶d撞榮V艷a刺u嶼t槳r亞a議i虜n矮病[下8崖]清俊v定e殊r只i午f粥i燈e燕s賄頌t軟h置a歌t聞鉗t雕h純e炕剩i稈n鈔s妄t享a注l錯(cuò)l盛a吊t賄i完o貪n探橫o緣f舞源v聰i賞b遮r開(kāi)o鋒c虎o貫m衰p鎮(zhèn)a惕c車(chē)t枝e迎d移部s坐t攔o題n絡(luò)e課炒c販o朋l衛(wèi)u巴m浴n濃s泄盯l索e務(wù)a碧d帳s景拆t健o挽豬a替n饅竹i橋m頸p喇r慈o婚v喂e光m梯e航n迎t丹績(jī)o亦f桶免t寶h勉e驚捆i閑n翅投s偷i誘t僚u令北s藍(lán)o喪f痰t鴨與s頂o粥i包l座幅c類(lèi)h鵝a芬r懲a爆c威t勁e兼r憤i頃s盟t決i稼c覽s取喜a財(cái)n干d教,底眠c屈o振n尤s僻e萄q生u真e副n監(jiān)t送l捎y茫,的凝e申n碼h洋a夏n謹(jǐn)c矛e吊s些朗t它h釋e比糕l問(wèn)o堂a愿d供展d仗i次s劍p腹l鹽a昌c樣e釣m屈e暑n守t夕辨r下e翻s帶p貿(mào)o哄n旨s版e昌骨o蔥f膀咸t鴨h拖e庫(kù)榮r上e適i逼n濃f眉o(jì)柄r季c線e烈d傅唱s僻o傭i恩l籮.棄地I野n劣縱a貫d興d盡i晚t碧i殼o神n屋,熄峽f朋r巧o晝m愛(ài)不f停i省e灰l培d吊陳o簡(jiǎn)b雪s誰(shuí)e罪r忘v蓮a瓦t其i碑o撒n螺s腫,羨叮i瓦t找每w陷a辰s喚陪r表e啟p炭o配r足t竄e準(zhǔn)d利因t本h菠e爛邁m獎(jiǎng)e坊c泊h僻a檔n樹(shù)i歲c塊a帳l蔥睛c潤(rùn)h喊a戰(zhàn)r案a贊c倘t弄e彼r桑i拴s卷t蜻i卡c謠s礙仁(闖Y院o動(dòng)u悉n幕g幣拿m晝o梯d字u跳l錯(cuò)u借s序,幼悠u折n繪d駝r奴a錯(cuò)i奧n智e谷d噴院c埋o塔h撲e遭s緊i富o砍n占,練雨e薪t耀c織.付璃.軟哈.惠舅.土)膏聽(tīng)o撫f戰(zhàn)富t陪h授e苦糾i稱(chēng)n糧白s假i究t壓u洲源s交o默f綢t矮既s剃o抬i湯l尺束s絲u擋r嚷r駝o瞇u忠n亮d屢i晨n陸g熟冊(cè)s損t喚o轉(zhuǎn)n拿e稼懇c伐o火l課u麥m腎n轟s榜怎w噸e疤r董e霉饒m貫u漂c吵h沒(méi)繡h淹i換g頑h嗚e期r稻喪t微h噸a樂(lè)n輕個(gè)t炎h披o哪s褲e射瓣m咳e河a吉s斷u勺r狂e犧d災(zāi)銷(xiāo)b僅e諷f拒o訪r仆e積慣t題r掙e蝕a棋t勿m則e稱(chēng)n啞t丘.籮綿A塘s策株e嚼x晚a烤m西p懷l溜e艱s票開(kāi)m申e瓦a魯s奶u震r幟e枝d無(wú)勞u碑n抓d截r罵a既i肚n芒e摟d驅(qū)陡s垮h比e賢a旁r幼遭s躁t架r說(shuō)e攻n腸g螞t額h碑僚v刊a文l壯u舞e嗽s藝總w蝴e對(duì)r俗e裹鬼p攀r住o導(dǎo)v轉(zhuǎn)i驕d舍e刻d艷鞋b吐y叫干V牛a跨u肥t榆r糕a歐i制n嗎怕[昨8稅]殘,星茅a基n槽d丈糕r修e夠c式o影r鄙d騾e波d收債m粥e式a冷s炊u跨r庭e浙m伸e乘n鏡t測(cè)s演稱(chēng)a嚴(yán)t風(fēng)查t碰h弄e鉗祖v莊i花c跡i屬n虜i王t啊y酒詞o鐘f凱劑t需h靠e頓奸c睛o賣(mài)l叉u石m王n獄模a臨t編莖v瘡a直r插i財(cái)o呼u純s短幼d熱e政p拔t肉h液s意破o劇f搜首t墊h受e刪有s駱u循r嶄r芹o將u宗n請(qǐng)d謀i調(diào)n滋g躁處s模o異f勢(shì)t甘尸c鵝l朝a訪y瓜乓w豐e桂r趕e洽卸r授e役p桃o妖r隔t織e奏d炸令b頂y憑式A栗l紙-談K曬h杰a康f表a艱j申i昌午a奶n慘d克懸C撈r儀a蔑i瓦g哨槳[丈9贈(zèng)]弦.谷多A湊l學(xué)a壟m狀g堵i討r芒絡(luò)a久n漠d賓串Z精a筍h危e眾r秋害[黃1摸0咽]耽隙a棒n鋤d斯姓S鬼a堵n曬g撫l苗e絮r島a肯t鉤眠[逝1已1臉]艘材i短l險(xiǎn)l非u煤s萌t歪r頭a青t啊e汗d逮,圣甚i田n譽(yù)撒n摸a梳t(yī)濕u白r晴a儲(chǔ)l茶夕a團(tuán)n拿d舊凍r炭e犯i屢n掙f潛o鮮r宴c驚e臉d悅削s低o烈f冒t衫容g礦r蹲o(hù)溪u姓n款d只,陵獻(xiàn)t旨h遮a仰t豎陳t業(yè)h盈e份船s副t殖a夫n嫂d冬a司r叔d狡諒p匹e叛n柔e口t扎r踏a懷t逮i丘o匙n確喝r蹄e卵s扛i營(yíng)s扁t歸a這n危c該e彈米o(hù)友f含傾t練h距e衫駛s副o勒f(shuō)勞t粘易g敞r嬌o袋u夕n挺d部鴿h滑a剪s軍覆b表e墳e獵n余洪i銳n什c粒r注e股a揀s召e悉d水刻s豪i品g蜘n指i辨f賞i完c科a編n稻t卡l舅y拖摔a普f(shuō)嚇t追e尖r警浮a尊效s漠t昆o劣n談e無(wú)牙c攝o競(jìng)l將u暑m煌n琴賀i姨n辨s呆t茅a霜l燕l(xiāng)烏a和t似i舅o櫻n患.N-valuerangesfrom2to7fornaturalgroundbutitincreasesfrom5to12inthereinforcedsoftground.Asignificantincrease,averagingthreetimespre-treatmentvaluesinnumberofblows,wasmeasuredinacohesivesoilatonemeterdistancefromthecolumncentre,Wattesetal.[7].Alsoahigherincreasehappenedwithinagranularsoilinsimilarconditions.Vanetestresultsrecordedbeforeandafteranembankmentconstructiononsoftclayreinforcedbycolumnsshowedupsimilarimprovementofsoftsoilcharacteristics[12].Frommeasurementsrecordedatdifferentdistancesfromthecolumncentreithasbeencheckedthedecreaseofcolumninstallationeffectastheradialdistanceincreases.Forabetterillustrationfielddataareplottedinthediagram‘‘normalizedsoilcharacteristicsversusthenormalizeddepth’’.FocusinginFig.1,wherezandHcdenote,respectively,thedepth,fromthetopoflevelground,andcolumn’slength,itisshowntherangewhereimprovementofsoftsoilcharacteristicstakesplaceatdifferentlocationsaroundthecolumnwithradiusrc.Intermsofmeanvaluestheimprovementeffectinthesoftsoilrangesfrom1.5to5timesthepre-treatmentvalues.Thedegreeofsoftsoilimprovementdependsobviouslyonthesoiltype.Nottakingthisimprovementintoaccountmaylead,inthecorrespondingdesignmethods,toanoverestimationoftherequiredquantitiesofcolumnmaterial.Althoughtheimprovementofsoftsoilcharacteristicsiscurrentlydeterminedfromfielddataitisinterestingtopredictitfromlaboratorytestresults.Indeed,alargenumberoflaboratorytestshasbeenperformed,forexampleoedometricandtriaxialtests,toprovetheincreaseofYoungmodulusasafunctionofconsolidationstress,Biarezetal.[13].ItshouldbesaidthatthesoilimprovementeffecthasnotbeenwidelydiscussedinthegeotechnicalliteratureasdonebyAlmeidaetal.[12]andShenetal.[14].Onereasonforthismaybethatneithernumericalnoranalyticalmethodsexisttoestimatetheimprovementofsoftsoilcharacteristicsbymeansofthevibrocompactedcolumninstallation.However,Greenwood[15]proposedanempiricaldesignmethodforestimatingthereductionofsettlementofreinforcedsoiltakingintoaccounttheinstallationprocessofstonecolumns.Themaingoalofthispaperistoestimate,particularly,theincreaseofYoungmodulusoccurringafteracolumninstallationinsoftclay.Forthispurposeanumericalsimulationofcolumninstallationprocessisproposedtoanalyzetheincreaseofthestiffnessofinsitusoftsoilinwhichavibrocompactedstonecolumnisinstalled.WiththeproposedsimulationanattemptofevaluationoftheimprovedYoungmodulusofthesoftclayisprovidedandtheextentoftheinfluencedzonewheresuchimprovementtakesplaceisdetermined.Thispaperispresentedinthefollowingsequences.First,thesimulationofthecolumninstallationinsoftclaybymeansofvibrocompactiontechniqueisintroduced.Next,anexplanationisgivenconcerningtheadoptedprocesstoevaluatetheincreaseofYoungmodulusofsoftclay.Subsequently,theevolutionofthestateofstressispresented.Conclusionsaredrawnfromtheobtainedresultsinthisstudyandfurtherdevelopmentsofthisresearcharealsosuggested.2.AdoptedmethodologyAsreportedinseveralcontributions,contrarilytotheimportantincreaseinstrengthofgranularsoilsowingtovibratoryactionoftheprobe,thesignificantincreaseofsoftsoilscharacteristicsisonlyduetotheradialdisplacementfromtheexpansionofthecolumntowardthesurroundingsoil.Thelateralexpansionofavibrocompactedcolumninstallationisimmediatelyfollowedbythedissipationofexcessporewaterpressuresgeneratedinsoftclay.Consequentlyanincreaseoftheeffectivestressesisrecordedwithinthecolumnandthesurroundingsoftclay,Wattesetal.[7].Consequently,itisexpectedthat,aftertheprimaryconsolidationprocess,theexpansionofthecolumnalsocontributestotheimprovementofcharacteristicsofthesurroundingsoftclay.Indeed,frompressuremetertests,carriedoutbeforeandaftercolumnsinstallation,asignificantincreaseofthepressuremetermodulushasbeennoticedinsoftclay,Vautrain[8].Moreover,fromlaboratoryteststhedependencebetweenthestateofstressandstiffnessmodulusofsoilshasbeenshowedbyBiarezetal.[13]andLong[16].Asanexample,fromtriaxialtestsdata,carriedoutattheNationalEngineeringSchoolofTunisonreconstitutedTunissoftclay,theincreaseofsoilstiffnessasafunctionoftheconsolidationstresshasbeenobserved.Fig.2showstheincreaseofstiffnessmodulus(takenastheinitialslopeofthestress–straincurve)alongwiththeappliedeffectiveconfiningpressureduringtheconsolidationphaseofconsolidateddrainedtriaxialtest,Tounektietal.[17].Fig.3clearlyillustratesthedependencebetweenthestateofstressandoedometricmodulusofsoftclay.anddesignate,respectively,theoedometricmodulusandtheconsolidationstress.Thesuperscript‘‘ref’’indicatesagivenreference(orinitial)state.InFig.3,theincreaseofoedometricmodulusasafunctionoftheconsolidationstresscanbeapproximatelyfitted,intherangeofsmalldeformation,withagoodlinearregression.Basedontheseexperimentalobservations,theimprovementofstiffnessmodulusforsoilswouldbegenerallydeducedfromexperimentsinwhichthedependencebetweenstiffnessmodulusandstateofstressisformulatedbythefollowingpowerlawassuggestedin[13]:InEq.(1)E(E0)and()designate,respectively,theYoungmodulusandeffectivemeanstress,=(++/3)ofthesoil.Theexponentmrepresentstherelationshipbetweenthenormalizedmodulusandthatofthecorrespondingeffectivemeanstress.Forsandsandsiltsdifferentvaluesofparametermaresuggestedintherange0.5<m<1.FornormallyconsolidatedclaysandsandsinsteadofE0itisrecommendedtousethesecantmodulusE50asreferencevalueofYoungmodulus[18].Fromstress–straincurverecordedfromaclassicaltriaxialtestthesecantmodulusE50correspondstothedeviatoricstressequalsthehalfoffailurestress.Fornormallyconsolidatedclays,asspecifiedinPlaxisusers’manual,itisrecommendedtotakem=1.Inthiscase,fromEq.(1)alinearrelationshipisobtainedbetweennormalizedstiffnessmodulusandeffectivemeanstress.Therefore,theevolutionofYoungmodulusduringconsolidationofsoftclayisthatpredictedfromtheeffectivemeanstressdistribution.Basedonthisreasoning,thesimulationofvibrocompactedcolumninstallationwithinsoftclayisinvestigatedusingacompositecellmodel.Then,theevolutionsoftheeffectivemeanstressimmediatelyafterthecolumninstallationandduringtheperiodofprimaryconsolidationtakingplaceinthesoftclayarepredicted.AnumericalanalysisisundertakenbyusingthecomputersoftwarePlaxis[18]wherethestonecolumninstallationissimulatedastheexpansionofacylindricalcavitywithinsoftclay.Theproposedanalysisisdevelopedtoexaminethebehaviourofimprovedsoil,ononehand,immediatelyaftercolumninstallationand,ontheotherhand,duringagivenperiodoftheprimaryconsolidationprocessinvolvedinthesurroundingsaturatedsoftclaybeforefinalloading.3.CompositecellmodelThecompositecellmodelhasbeenwidelyconsideredbymanyresearcherstoinvestigateseveralaspectsofreinforcedsoilsbycolumns:increaseofbearingcapacity,predictionofsettlementreductionandevolutionofsoilconsolidation[4,5,19,20].Inthepresentstudy,thedataaretakenfromthestonecolumnprojectinvestigatedbyNamaaEngineeringandConsultationS.A.E,[21].Thesoilprofileismadeupofasoftclaylayerwith12.25mthicknesscoveredbyasandylayerof12.75mthickness.Thedatapresentedin[21]revealedhighermechanicalcharacteristicsfortheunderlayerlocatedbeyondthesoftclay.Therefore,thislowerbaseofthesoilprofileisassumedasrigidstratum(seeFig.4).Plaxissoftwareisusedtocarryoutnumericalcomputationsintheframeworkofanaxisymmetricstudywhichwellmatcheswiththecompositecellmodel.Theimprovedsoilismodelledwith15nodestriangularfiniteelements.Fromnumericalresultswefocusontheeffectoftheexpansionofthecolumnandtheprimaryconsolidationinducedwithinthesoftclay.Predictedresultsarepresentedatthemid-thicknessofsoftclaylayer(cf.dashedlineinFig.4)atdistances0.6m,1.5mand2.4mfromtheaxisofthecolumn.Fig.5.Simulationbythecompositecellmodelofstonecolumnexpansion:(a)modelofimprovedsoil;(b)modellingcolumnexpansion;(c)discretizedimprovedsoil.Thelateralexpansiongenerateslargestrains,estimatedaboutof45%,insoftclayneighbourhoodthecolumn.Thisfactistakenintoaccountbyadoptingthe‘‘updatedmesh’’optionprovidedbyPlaxissoftware(cf.Fig.5c).Inordertoanalyzethereinforcingeffectduringthecolumninstallationandtheconsolidationoccurringinsoftclay,amultistagemodellingisperformed.Itincludesthreestages:undrainedexpansionofthecolumnwithinthesoftclay,compactionoftheoverlyingsandlayerplayingtheroleofsurcharge,andconsolidationoftheimprovedsoilduring11months,Debatsetal.[22].ModellingthebehaviourofsoftclayandcolumnmaterialcanbedonebymeansofvariousconstitutivelawsprovidedinPlaxissoftware.Indeed,beyondthisvalueithasbeenindicatedthatthecolumninstallationhasnoeffectontheresponseoftheimprovedsoil.Thestateofstressatresthasbeenadoptedasinitialconditionfornumericalcomputationsbothinthecolumnandinsoftclayi.e.=1-.K0=coefficientoflateralearthpressureatrest.4.ResultsandinterpretationsAfterthecolumninstallationtwostages,intime,arediscussed.Thefirstonecorrespondstotheimmediatetimeaftertheexpansionofcolumnmaterial.Thesecondstagecorrespondstotheendofprimaryconsolidationwhichtakesplaceinthesoftclay.Asaresultoftheexpansionofthecolumnthedeviatoricstress,denotedq,isincreasedatthevicinityofthecolumnuntilthefailurestateisreachedinthesurroundingsoftclaywherelargeplasticradialstrainsarepredicted(seeFig.6,phase1).Thisresultisnotinaccordancewiththeassumptionadoptedinseveralcontributionspostulatingthatayieldingstateisreachedonlyinthecolumnmaterial,whilethesurroundingsoftsoilremainsintheelasticphase[23,3].Fig.6clearlyindicatesthattheeffectofthecolumnexpansiondecreasesintermofdeviatoricstresswhileplasticstrainsbecomesmallerandsmallerasthedistance,fromthecolumn’saxis,increases(from0.6mto2.4m).Immediatelyaftertheexpansionofthecolumntoitsfinaldiameterandthesubstitutionofthe‘‘dummymaterial’’forthegranularcolumnmaterial,thesurroundingsoftclayisrelaxedandasignificantdecreaseofthedeviatoricstressisnotedclosetotheinterfacebetweenthesoftclayandcolumn(r=0.6m,cf.Fig.6).Consequently,alateralcompression(confiningpressure)isexertedbythesurroundingsoftclayonthecolumn.However,theeffectivemeanstressiskeptunchanged(cf.Fig.7,phase2)inthesoftclaywheretheconsolidationprocess(cf.Fig.7,phase3)isjuststarting.Thestresspathspredictedfromthenumericalsimulation(cf.Fig.7)demonstratetheevolutionofstressinvariantsduringtheexpansionofthecolumnandtheconsolidationphasetakingplaceinthesoftclay.5.EffectoftheexpansionofthecolumnSincethereinforcingcolumnisinstalledbyalateralexpansiontheexcessporewaterpressuresaregeneratedinthesaturatedinsitusoftsoil.Immediatelyaftertheexpansionofthecolumn,thevariationofexcessporepressureswithradialdistance(seeFig.8)illustratesverylargepredictedvaluesnearthesoil–columninterface.Thepredictedporewaterpress