路基試驗(yàn)段土方填筑總結(jié)報(bào)告

路基試驗(yàn)段土方填筑總結(jié)報(bào)告為全面展開(kāi)路基土方填筑施工，我分部在K41+340～K41+440段進(jìn)行了做土方填筑試驗(yàn)。試驗(yàn)段長(zhǎng)100m，共進(jìn)行填筑實(shí)驗(yàn)11層，其中土方實(shí)驗(yàn)7層，包括：93區(qū)3層（1-3層）、94區(qū)2層（4-5層）、96區(qū)2層（6-7層）；土石混合料填筑4層，包括：93區(qū)2層（8-9層）、94區(qū)2層（10-11層）。在路基填方試驗(yàn)段施工方案指導(dǎo)下，我分部已成功完成了該試驗(yàn)段施工，并獲得了寶貴的試驗(yàn)數(shù)據(jù)，為大面積的路基填筑施工提供了依據(jù)。一、進(jìn)行所屬試驗(yàn)段的目的（一）通過(guò)本試驗(yàn)段施工，摸索并總結(jié)出一套路基填筑施工最合理的施工組織和施工工藝，并總結(jié)出如何依據(jù)招標(biāo)文件的技術(shù)及質(zhì)量標(biāo)準(zhǔn)進(jìn)行規(guī)范的程序管理方法和質(zhì)量控制手段。

（二）通過(guò)本試驗(yàn)段施工，摸索并總結(jié)低洼農(nóng)種區(qū)路基床的降排水、清表及填前碾壓、回填及碾壓、填筑適宜的松鋪厚度、不同自然條件下最佳碾壓機(jī)械設(shè)備組合、最合適的碾壓遍數(shù)和碾壓速度。

（三）通過(guò)本試驗(yàn)段施工，收集相關(guān)數(shù)據(jù)，最終確定路基93區(qū)、94區(qū)、96區(qū)的以下施工參數(shù)，指導(dǎo)全線路基填筑施工并達(dá)到技術(shù)質(zhì)量標(biāo)準(zhǔn)。二、施工組織和施工安排（一）試驗(yàn)段管理及施工人員配備表序號(hào)姓名職稱崗位1總負(fù)責(zé)人2技術(shù)負(fù)責(zé)人3現(xiàn)場(chǎng)技術(shù)負(fù)責(zé)人4現(xiàn)場(chǎng)施工負(fù)責(zé)人5施工安全負(fù)責(zé)人6測(cè)量負(fù)責(zé)人7試驗(yàn)負(fù)責(zé)人（二）試驗(yàn)段施工主要機(jī)械及設(shè)備配置表序號(hào)機(jī)械設(shè)備名稱規(guī)格型號(hào)單位數(shù)量1挖掘機(jī)大宇220臺(tái)32推土機(jī)180型臺(tái)23推土機(jī)D85型臺(tái)14平地機(jī)PYl60型臺(tái)15壓路機(jī)YZ18型臺(tái)26灑水車EQ140JZ輛17自卸汽車后八輪輛108全站儀SOUTH—NTS352臺(tái)19水準(zhǔn)儀DSZS臺(tái)1105米直尺5M根111灌砂筒150cm套2（三）施工準(zhǔn)備：1.技術(shù)準(zhǔn)備：（1）試驗(yàn)室標(biāo)準(zhǔn)試驗(yàn)成果匯總表（包括填料的重型擊實(shí)，CBR，塑、液限，含水率，顆粒分析等），詳見(jiàn)附件（）。2、現(xiàn)場(chǎng)準(zhǔn)備：（1）試驗(yàn)段相應(yīng)施工、管理人員組織安排已均全部到位到位；（2）試驗(yàn)段施工機(jī)械配備全部就緒；（3）已打通通往試驗(yàn)段的施工便道。（四）試驗(yàn)段施工計(jì)劃工期：2008年月日-2008年月日。三、施工工藝（一）測(cè)量放樣首先由施工隊(duì)伍進(jìn)行放樣，用全站儀測(cè)量以確立開(kāi)挖邊線或坡腳線，根據(jù)中樁、邊樁及相應(yīng)高程測(cè)出試驗(yàn)段各橫斷面面積，對(duì)工程量進(jìn)行復(fù)核。（二）清表對(duì)試驗(yàn)段和取土場(chǎng)進(jìn)行清表，由于試驗(yàn)段范圍內(nèi)為全填地段，根據(jù)地形特點(diǎn)，清表采用小型推土機(jī)、挖掘機(jī)及人工相結(jié)合的方式進(jìn)行；根據(jù)試驗(yàn)段內(nèi)具體情況每隔一定距離開(kāi)挖橫向排水溝，溝深5Ocm，將路基水引入縱向排水溝，排到路基外指定地點(diǎn)。經(jīng)過(guò)2-3個(gè)自然日晾曬后，再用推土機(jī)清除表土，并集中堆放于工程師指定的棄土場(chǎng)，用于路基竣工后邊坡種植草皮。（三）填前壓實(shí)1.根據(jù)土壤干濕情況，適當(dāng)晾曬或?yàn)⑺幚?，在監(jiān)理認(rèn)可后進(jìn)行填前碾壓，直至壓實(shí)度經(jīng)檢測(cè)達(dá)到90%為止。2.經(jīng)報(bào)檢壓實(shí)度仍不合要求的，再重新進(jìn)行碾壓直至達(dá)到要求為止(以經(jīng)監(jiān)理工程師檢驗(yàn)合格的試驗(yàn)檢測(cè)報(bào)告為準(zhǔn))。（四）路基填筑1.土方填筑（1）填前碾壓經(jīng)監(jiān)理工程師檢驗(yàn)達(dá)到要求后，方可開(kāi)始93區(qū)土方填筑。首先由測(cè)量隊(duì)伍用全站儀重新進(jìn)行放樣，確定每20m中樁、邊樁以及坡腳位置，為保證路基邊緣壓實(shí)度，路基兩側(cè)各加寬填筑50cm。用水準(zhǔn)儀測(cè)出該層填鋪厚度控制樁的標(biāo)高（松鋪系數(shù)初步定為1.16）；（2）自卸汽車每車裝土14m3，松鋪厚度按30㎝計(jì)算，則每車卸料面積為42m2。在填土范圍內(nèi)按6m×7m方格灑灰線，施工現(xiàn)場(chǎng)由專人指揮車輛按網(wǎng)格卸土；（3）填筑采用縱向全斷面水平填筑，寬度比設(shè)計(jì)寬度每側(cè)寬50cm。2.土石混合料填筑（1）進(jìn)行土石混合料填筑，首先由測(cè)量隊(duì)伍用全站儀重新進(jìn)行放樣，確定每20m中樁、邊樁以及坡腳位置，為保證路基邊緣壓實(shí)度，路基兩側(cè)各加寬填筑50cm；（2）自卸汽車每車裝土14m3，按松鋪厚度40㎝計(jì)算（石塊的最大粒徑不得超過(guò)壓實(shí)層厚的2/3，當(dāng)所含石料為軟質(zhì)巖(強(qiáng)度小于l5Mpa)時(shí)，石料最大粒徑不得超過(guò)層厚），則每車卸料面積為35m2。在填土范圍內(nèi)按5m×7m方格灑灰線，施工現(xiàn)場(chǎng)由專人指揮車輛按網(wǎng)格卸土；（3）填筑采用縱向全斷面水平填筑。（五）標(biāo)高、松鋪系數(shù)及平整度1.首先測(cè)出填料前各橫斷面左中樁、邊樁標(biāo)高，并標(biāo)記出下一層松鋪厚度的位置、每一層填料完成后，必須重新對(duì)填料松鋪厚度頂標(biāo)高進(jìn)行復(fù)核。2.根據(jù)填筑前后高程差計(jì)算壓實(shí)厚度，推算松鋪系數(shù)。松鋪系數(shù)=（松鋪高程-原地面或下承層高程）/（壓實(shí)后高程-原地面或下承層高程）。3.攤鋪填料時(shí)采用推土機(jī)粗平，平地機(jī)精平和人工修補(bǔ)相集合的施工工藝。（六）碾壓及壓實(shí)度1.土方填筑（1）土源來(lái)自于馬鞭山取土場(chǎng)，最大干密度為2.10g/cm3，最佳含水率為11.9%；（2）填料經(jīng)過(guò)晾曬，經(jīng)檢測(cè)含水率在最佳含水率±2%時(shí)開(kāi)始輾壓；（3）先用推土機(jī)(180型)推平，當(dāng)初平好的鋪筑土層在最佳含水量左右時(shí)(由試驗(yàn)人員抽檢)，再用壓路機(jī)(YZ18型)靜壓一遍后用平地機(jī)(PY180型)整平，再YZ18壓路機(jī)振動(dòng)碾壓二遍后，試驗(yàn)人員開(kāi)始用灌沙法跟蹤檢測(cè)壓實(shí)度，直到達(dá)到標(biāo)準(zhǔn)，最后再用壓路機(jī)(YZ18型)靜壓一遍收光；（4）輾壓時(shí)先慢后快、先輕后重、由兩側(cè)至中間、輪跡重疊1/3、最大速度不超過(guò)2km/h，輾壓時(shí)應(yīng)確保均勻，無(wú)漏壓、無(wú)死角、無(wú)明顯輪跡。2.土石混合料填筑（1）馬鞭山取土場(chǎng)土石混合料樣品最大干密度為2.10g/cm3，最佳含水量為9.1%。詳見(jiàn)附件；（2）填料經(jīng)過(guò)晾曬，經(jīng)檢測(cè)含水量在16.2±2%時(shí)開(kāi)始輾壓；（3）土石混填時(shí)，當(dāng)土石混合填料中石料含量小于70%時(shí)，應(yīng)將土、石混合分層鋪填，但應(yīng)避免尺寸較大的石塊集中，當(dāng)石料含量大于70%時(shí)，應(yīng)先鋪大塊石料，且大面向下，放置平穩(wěn)，再鋪小塊石料、石渣或石屑縫用推土機(jī)(D85型)粗平后，再用壓路機(jī)(YZ18型)靜壓一遍后用平地機(jī)進(jìn)行精平，然后再用壓路機(jī)(YZ18型)碾壓四遍后試驗(yàn)人員開(kāi)始用灌水法配合灌沙法跟蹤檢測(cè)壓實(shí)度，直到達(dá)到標(biāo)準(zhǔn)，最后再用壓路機(jī)(YZ18型)靜壓一遍收光；（4）輾壓時(shí)先慢后快、先輕后重、由兩側(cè)至中間、輪跡重疊1/3、最大速度不超過(guò)2km/h，輾壓時(shí)應(yīng)確保均勻，無(wú)漏壓、無(wú)死角、無(wú)明顯輪跡。2.壓實(shí)度（1）土方填筑壓實(shí)度檢測(cè)采用灌砂法，根據(jù)93、94、96分區(qū)要求不同分別控制壓實(shí)度達(dá)到93%、94%、96%以上。每次檢測(cè)壓實(shí)度時(shí)S＜2000㎡需檢測(cè)4個(gè)點(diǎn)，2000㎡≤S＜4000㎡時(shí)需檢測(cè)8個(gè)點(diǎn)，4000㎡≤S＜6000㎡時(shí)需檢測(cè)12個(gè)點(diǎn)，依次類推；（2）做壓實(shí)度實(shí)驗(yàn)檢測(cè)時(shí)，確保灌砂粒徑符合規(guī)范要求，確保打洞深度和規(guī)格（h=150cm的圓柱體）；（3）每層輾壓開(kāi)始后，試驗(yàn)工程師在振動(dòng)輾壓第二遍過(guò)后，每碾壓一遍檢測(cè)一次壓實(shí)度和含水率，并將檢測(cè)結(jié)果及時(shí)通知路基負(fù)責(zé)人并做好記錄。四、數(shù)據(jù)統(tǒng)計(jì)（一）壓實(shí)度及含水率（表一）1.93區(qū)土方填筑（1-3層）序號(hào)層數(shù)碾壓第二遍壓實(shí)度/含水量碾壓第三遍壓實(shí)度/含水量碾壓第四遍壓實(shí)度/含水量碾壓第五遍壓實(shí)度/含水量碾壓第六遍壓實(shí)度/含水量碾壓第七遍壓實(shí)度/含水量1190.5/11.590.5/11.790.5/11.090.0/11.490.5/11.890.5/11.390.5/11.091.0/11.991.4/11.191.4/11.691.7/11.791.0/11.691.9/11.591.4/11.591.4/11.091.0/11.492.4/11.592.9/11.392.4/11.092.4/11.993.3/11.592.9/11.392.4/11.092.4/11.993.3/11.693.8/11.693.8/11.193.3/11.094.3/11.794.3/11.693.8/11.993.3/11.12291.0/11.090.0/11.390.5/11.090.5/11.990.0/11.591.1/11.390.5/11.090.5/11.191.4/11.591.4/11.391.9/11.091.0/11.991.4/11.591.4/11.591.9/11.091.0/11.492.4/11.592.9/11.392.4/11.093.3/11.992.9/11.592.4/11.393.3/11.092.4/11.993.8/11.694.3/11.693.3/11.193.8/11.094.3/11.794.3/11.693.3/11.993.8/11.13390.5/11.590.5/11.390.0/11.090.5/11.991.0/11.990.5/11.391.0/11.590.0/11.991.9/11.591.4/11.391.4/11.091.0/11.991.4/11.591.4/11.591.7/11.091.4/11.492.9/11.592.9/11.393.3/11.093.3/11.992.4/11.592.4/11.392.9/11.093.3/11.994.4/11.693.8/11.693.8/11.194.4/11.093.3/11.793.3/11.693.8/11.593.3/11.1據(jù)上表分析：第二遍壓實(shí)后壓實(shí)度平均為90.5；第三遍壓實(shí)后壓實(shí)度平均為91.4；第四遍壓實(shí)后壓實(shí)度平均為92.8；第五遍壓實(shí)后壓實(shí)度平均為93.8。通過(guò)對(duì)以上結(jié)果的分析，第五遍壓實(shí)后壓實(shí)度能夠達(dá)到93%。2.94區(qū)土方填筑（4-5層）序號(hào)層數(shù)碾壓第二遍壓實(shí)度/含水量碾壓第三遍壓實(shí)度/含水量碾壓第四遍壓實(shí)度/含水量碾壓第五遍壓實(shí)度/含水量碾壓第六遍壓實(shí)度/含水量碾壓第七遍壓實(shí)度/含水量1490.5/11.590.5/11.390.0/11.090.5/11.991.0/11.590.5/11.390.5/11.090.0/10.991.4/11.491.9/11.391.4/12.092.9/10.991.4/11.391.4/11.691.9/12.091.9/11.492.4/11.692.9/11.392.9/12.092.9/10.992.9/11.593.3/11.393.3/12.092.9/10.993.8/11.693.8/10.693.3/11.194.3/12.094.3/11.793.8/11.693.3/10.993.8/12.194.3/11.394.8/11.694.8/11.894.8/11.894.3/11.594.3/11.694.8/11.295.2/12.22590.5/11.590.5/11.390.0/12.090.0/10.991.0/10.590.5/11.390.5/12.091.0/11.991.4/11.591.9/11.391.9/11.091.4/10.991.4/11.491.9/12.191.4/12.091.4/11.493.3/11.693.3/11.392.4/12.092.4/11.993.3/12.193.3/10.593.3/12.092.9/11.993.8/11.693.8/11.693.3/12.194.3/12.094.3/11.793.3/11.693.8/11.993.8/11.195.2/11.394.3/11.694.8/11.895.2/10.895.2/11.594.8/10.695.2/12.294.8/11.2據(jù)上表分析：第二遍壓實(shí)后壓實(shí)度平均為90.5；第三遍壓實(shí)后壓實(shí)度平均為91.4；第四遍壓實(shí)后壓實(shí)度平均為92.9；第五遍壓實(shí)后壓實(shí)度平均為93.8；第六遍壓實(shí)后壓實(shí)度平均為94.8；通過(guò)對(duì)以上結(jié)果的分析，第五遍壓實(shí)后壓實(shí)度能夠達(dá)到93%、第六遍壓實(shí)后壓實(shí)度能夠達(dá)到94%。3.96區(qū)土方填筑（6-7層）序號(hào)層數(shù)碾壓第二遍壓實(shí)度/含水量碾壓第三遍壓實(shí)度/含水量碾壓第四遍壓實(shí)度/含水量碾壓第五遍壓實(shí)度/含水量碾壓第六遍壓實(shí)度/含水量碾壓第七遍壓實(shí)度/含水量1690.5/10.590.5/10.390.5/11.090.0/10.991.0/11.590.5/11.391.0/10.090.0/11.991.4/11.591.4/11.391.9/12.091.4/10.991.4/11.591.4/10.591.4/12.091.0/11.492.4/9.592.9/10.392.4/11.092.9/10.993.3/10.592.9/11.393.3/11.092.9/9.994.3/11.694.8/10.694.8/10.194.8/10.094.3/9.794.3/10.695.2/10.994.3/10.195.2/10.395.7/10.695.7/11.895.2/10.896.2/10.595.2/9.696.2/9.296.2/16.296.2/9.596.7/10.696.7/10.096.2/11.396.2/10.796.2/9.196.7/10.396.7/10.02790.5/11.590.5/11.391.0/11.090.0/11.990.5/10.590.5/10.390.5/12.090.0/10.991.4/11.591.4/10.391.4/11.091.0/11.991.9/11.591.9/11.591.0/11.091.4/11.492.4/10.592.4/10.392.9/9.693.3/11.992.9/11.592.9/10.392.9/10.093.3/10.994.3/11.694.8/11.694.8/10.194.8/10.095.2/10.794.3/11.695.2/11.995.2/10.195.7/10.395.7/11.695.7/9.895.2/9.896.2/11.595.7/11.695.7/10.295.7/11.296.7/9.596.2/9.696.2/10.096.7/10.396.7/10.796.2/11.196.7/10.396.2/11.0據(jù)以上數(shù)據(jù)分析：第二遍壓實(shí)后壓實(shí)度平均為90.5%；第三遍壓實(shí)后壓實(shí)度平均為91.4%；第四遍壓實(shí)后壓實(shí)度平均為92.9%；第五遍壓實(shí)后壓實(shí)度平均為94.8%；第六遍壓實(shí)后壓實(shí)度平均為95.7%；第七遍壓實(shí)后壓實(shí)度平均為96.4%。通過(guò)對(duì)以上結(jié)果的分析，第五遍壓實(shí)后壓實(shí)度能夠達(dá)到93%、第六遍壓實(shí)后壓實(shí)度能夠達(dá)到94%、第七遍壓實(shí)后壓實(shí)度能夠達(dá)到96%。4.93區(qū)土石混和料填筑（8-9層）序號(hào)層數(shù)碾壓第三遍壓實(shí)度/含水量碾壓第四遍壓實(shí)度/含水量碾壓第五遍壓實(shí)度/含水量碾壓第六遍壓實(shí)度/含水量碾壓第七遍壓實(shí)度/含水量碾壓第八遍壓實(shí)度/含水量1890.5/9.590.5/9.390.5/9.990.0/9.991.0/9.590.5/9.391.0/9.690.0/9.991.4/9.591.4/9.391.9/9.091.4/9.991.4/9.591.4/9.591.4/9.091.0/9.491.9/9.591.9/9.392.4/9.091.9/9.991.9/9.591.9/9.391.9/9.091.4/9.992.4/9.692.4/9.692.9/9.192.4/9.092.4/9.792.4/9.692.4/9.991.9/9.192.9/10.392.9/10.693.3/9.892.9/10.892.9/10.592.9/9.692.9/9.292.9/9.293.3/9.593.3/9.693.8/9.093.8/9.393.8/9.793.8/9.293.3/9.393.3/9.02990.5/9.590.5/9.391.0/9.090.0/9.990.5/9.590.5/9.390.5/9.090.0/9.591.4/9.591.4/9.391.4/9.091.0/9.991.9/9.591.9/9.591.0/9.091.4/9.491.9/9.591.9/9.391.9/9.691.9/9.992.4/9.592.4/9.391.4/9.091.9/9.992.9/9.692.4/9.692.4/9.192.4/9.092.9/9.792.9/9.692.4/9.992.4/9.193.3/9.392.9/9.692.9/9.492.9/9.493.3/9.593.3/9.692.9/9.292.9/9.293.8/9.493.3/9.793.3/9.093.3/9.393.8/9.793.8/9.193.3/9.393.3/9.6據(jù)以上數(shù)據(jù)分析：第三遍壓實(shí)后壓實(shí)度平均為90.5%；第四遍壓實(shí)后壓實(shí)度平均為91.4%；第五遍壓實(shí)后壓實(shí)度平均為91.9%；第六遍壓實(shí)后壓實(shí)度平均為92.4%；第七遍壓實(shí)后壓實(shí)度平均為92.9%；第八遍壓實(shí)后壓實(shí)度平均為93.5%。通過(guò)對(duì)以上結(jié)果的分析，第八遍壓實(shí)后壓實(shí)度能夠達(dá)到93%。5.94區(qū)土石混和料填筑（10-11層）序號(hào)層數(shù)碾壓第四遍壓實(shí)度/含水量碾壓第五遍壓實(shí)度/含水量碾壓第六遍壓實(shí)度/含水量碾壓第七遍壓實(shí)度/含水量碾壓第八遍壓實(shí)度/含水量碾壓第九遍壓實(shí)度/含水量11090.5/9.490.5/9.690.5/9.490.0/9.591.0/9.590.5/9.391.0/9.090.0/9.191.4/9.591.4/9.391.9/9.091.4/9.991.4/9.591.4/10.591.4/10.091.0/10.492.4/9.592.9/9.392.4/9.092.9/9.992.4/9.592.4/9.392.4/9.091.9/9.992.9/11.693.3/10.692.9/10.193.3/10.092.9/9.792.9/10.692.9/9.992.4/10.193.3/10.393.8/10.693.3/9.893.8/10.893.3/10.593.3/9.693.3/9.293.8/10.294.3/9.594.8/9.694.8/10.094.3/9.394.3/10.794.8/9.194.8/10.394.8/10.021190.5/10.590.5/10.391.0/9.090.0/10.990.5/10.290.5/10.390.5/10.090.0/10.191.4/10.591.4/10.391.4/10.091.0/10.991.9/10.591.9/10.591.0/10.091.4/10.491.9/9.591.9/9.391.9/9.491.4/9.892.4/9.492.4/9.691.9/9.091.9/9.592.4/9.692.9/9.692.4/10.192.4/10.092.9/9.792.9/9.692.9/9.992.4/10.193.3/10.393.8/9.693.8/9.893.3/9.893.3/9.793.8/9.693.3/10.293.8/9.294.3/9.594.3/9.694.3/9.094.8/9.394.8/9.794.3/9.194.8/9.394.3/10.0據(jù)以上數(shù)據(jù)分析：第四遍壓實(shí)后壓實(shí)度平均為90.5%；第五遍壓實(shí)后壓實(shí)度平均為91.4%；第六遍壓實(shí)后壓實(shí)度平均為91.9%；第七遍壓實(shí)后壓實(shí)度平均為92.9%；第八遍壓實(shí)后壓實(shí)度平均為93.6%；第九遍壓實(shí)后壓實(shí)度平均為94.6%。通過(guò)對(duì)以上結(jié)果的分析，第八遍壓實(shí)后壓實(shí)度能夠達(dá)到93%、第九遍壓實(shí)后壓實(shí)度能夠達(dá)到94%。（二）松鋪系數(shù)（表二）1.93區(qū)（1-3層）層次樁號(hào)下層標(biāo)高(m)本層松鋪高程(m)壓實(shí)后高程（m）松鋪厚度(cm)壓實(shí)厚度（cm）壓實(shí)系數(shù)1K41+340左樁37.12937.42537.38629.625.71.15左中樁37.13937.43637.39529.725.61.16右中樁37.11237.40737.36629.525.41.16右樁37.12437.42237.38129.825.71.16K41+360左樁37.12637.42237.37929.625.31.17左中樁37.15037.44637.40529.625.51.16右中樁37.12037.41637.37529.625.51.16右樁37.12537.42437.38529.926.01.15K41+380左樁37.14537.44337.40429.825.91.15左中樁37.12037.41737.37629.725.61.16右中樁37.13037.42937.38829.925.81.16右樁37.12237.41837.37729.625.51.16K41+400左樁37.15037.44637.40329.625.31.17左中樁37.13237.42637.38829.425.61.15右中樁37.11837.41437.37329.625.51.16右樁37.12537.42237.38129.725.61.16K41+420左樁37.12737.42037.38229.325.51.15左中樁37.1237.41537.37429.525.41.16右中樁37.1137.40837.36529.825.51.17右樁37.1337.42737.38629.725.61.16K41+440左樁37.1137.40737.36629.725.61.16左中樁37.1237.41837.37929.825.91.15右中樁37.11537.41437.37329.925.81.16右樁37.11637.41237.37329.625.71.152K41+340左樁37.38637.68237.64429.625.71.15左中樁37.39537.69237.65129.725.61.16右中樁37.36637.66137.62129.525.41.16右樁37.38137.67937.63829.825.71.16K41+360左樁37.37937.67537.63229.625.31.17左中樁37.40537.70137.66029.625.51.16右中樁37.37537.67137.63029.625.51.16右樁37.38537.68437.64529.926.01.15K41+380左樁37.40437.70237.66329.825.91.15左中樁37.37637.67337.63229.725.61.16右中樁37.38837.68737.64629.925.81.16右樁37.37737.67337.63229.625.51.16K41+400左樁37.40337.69937.65629.625.31.17左中樁37.38837.68237.64329.425.61.15右中樁37.37337.66937.62829.625.51.16右樁37.38137.67837.63729.725.61.16K41+420左樁37.38237.67537.63729.325.51.15左中樁37.37437.66937.62929.525.41.16右中樁37.36537.66337.61929.825.51.17右樁37.38637.68337.64229.725.61.16K41+440左樁37.36637.66337.62229.725.61.16左中樁37.37937.67737.63829.825.91.15右中樁37.37337.67237.63129.925.81.16右樁37.37337.66937.63129.625.71.153K41+340左樁37.64437.94237.90429.825.91.15左中樁37.65137.94737.90629.625.51.16右中樁37.62537.92137.88029.625.51.16右樁37.63737.93537.89429.825.71.16K41+360左樁37.63737.93437.89129.725.41.17左中樁37.66337.96037.91929.725.61.16右中樁37.63237.93037.88929.825.71.16右樁37.64437.94137.90229.725.81.15K41+380左樁37.65837.95437.91629.625.71.15左中樁37.63437.93037.88929.625.51.16右中樁37.64537.94237.90129.725.61.16右樁37.63237.92937.88829.725.61.16K41+400左樁37.66137.95937.91629.825.51.17左中樁37.64737.94537.90629.825.91.15右中樁37.63137.92737.88629.625.51.16右樁37.63937.93637.89529.725.61.16K41+420左樁37.63737.93437.89529.725.81.15左中樁37.63037.92637.88529.625.51.16右中樁37.62137.91637.87329.525.21.17右樁37.64537.94237.90129.725.61.16K41+440左樁37.62337.92137.88029.825.71.16左中樁37.63637.93237.89429.625.71.15右中樁37.62937.92637.88529.725.61.16右樁37.63237.92837.89029.625.71.152.94區(qū)（4-5層）層次樁號(hào)下層標(biāo)高(m)本層松鋪高程(m)壓實(shí)后高程（m）松鋪厚度(cm)壓實(shí)厚度（cm）壓實(shí)系數(shù)4K41+340左樁37.90438.20038.15429.625.11.18左中樁37.90638.20238.15729.625.11.18右中樁37.88038.17738.13229.725.21.18右樁37.89438.19238.14429.825.01.19K41+360左樁37.89138.18838.14329.725.21.18左中樁37.91938.21638.16929.725.01.19右中樁37.88938.18538.14029.625.11.18右樁37.90238.20038.15329.825.01.19K41+380左樁37.91638.21238.16629.625.11.18左中樁37.88938.18738.14229.825.31.18右中樁37.90138.19938.15129.825.01.19右樁37.88838.18738.14029.925.11.19K41+400左樁37.91638.21238.16929.625.31.17左中樁37.90638.20338.15729.725.21.18右中樁37.88638.18238.13729.625.11.18右樁37.89538.19238.14529.725.01.19K41+420左樁37.89538.19338.14729.825.31.18左中樁37.88538.18138.13429.624.91.19右中樁37.87338.17138.12529.825.31.18右樁37.90138.19938.15629.825.51.17K41+440左樁37.88038.17638.12929.624.91.19左中樁37.89438.19338.14529.925.11.19右中樁37.88538.18238.13629.725.21.18右樁37.89038.18638.14329.625.31.175K41+340左樁38.15438.45138.40629.725.21.18左中樁38.15738.45338.40629.624.91.19右中樁38.13238.42838.38329.625.11.18右樁38.14438.44238.39729.825.31.18K41+360左樁38.14338.44038.39429.725.21.18左中樁38.16938.46838.42029.925.11.19右中樁38.14038.43638.38929.624.91.19右樁38.15338.45038.40429.725.21.18K41+380左樁38.16638.46438.41929.825.31.18左中樁38.14238.43838.39029.624.91.19右中樁38.15138.44738.40229.625.11.18右樁38.14038.43738.39129.725.21.18K41+400左樁38.16938.46738.42129.825.31.18左中樁38.15738.45238.40529.524.81.19右中樁38.13738.43338.39029.625.31.17右樁38.14538.43938.39429.424.91.18K41+420左樁38.14738.44238.39729.525.01.18左中樁38.13438.43038.38529.625.11.18右中樁38.12538.41938.37529.424.91.18右樁38.15638.45538.40929.925.31.18K41+440左樁38.12938.42738.38129.825.31.18左中樁38.14538.44038.39729.525.21.17右中樁38.13638.43238.38529.624.91.19右樁38.14338.43938.39429.625.11.183.96區(qū)（6-7層）6K41+340左樁38.40638.70338.65029.724.31.22左中樁38.40638.70438.65029.824.41.22右中樁38.38338.68038.62829.724.51.21右樁38.39738.69538.63929.824.21.23K41+360左樁38.39438.69238.63529.824.01.24左中樁38.42038.71738.66029.724.01.24右中樁38.38938.68638.63029.724.11.23右樁38.40438.70238.64929.824.41.22K41+380左樁38.41938.71638.66029.724.11.23左中樁38.39038.68938.63429.924.31.23右中樁38.40238.69838.64329.624.11.23右樁38.39138.68738.63029.623.91.24K41+400左樁38.42138.71838.65929.723.81.25左中樁38.40538.70138.64629.624.11.23右中樁38.39038.68738.63229.724.11.23右樁38.39438.68938.63229.523.81.24K41+420左樁38.39738.69638.64029.924.31.23左中樁38.38538.68138.62429.623.91.24右中樁38.37538.67138.61529.624.11.23右樁38.40938.70538.65029.624.11.23K41+440左樁38.38138.67838.62329.724.11.23左中樁38.39738.69438.63829.724.11.23右中樁38.38538.68338.62629.824.01.24右樁38.39438.69038.63029.623.71.257K41+340左樁38.64938.94838.89229.924.31.23左中樁38.64838.94438.88929.624.11.23右中樁38.62838.92438.86729.623.91.24右樁38.63938.93638.88029.724.11.23K41+360左樁38.63438.93138.87529.724.11.23左中樁38.66038.95638.90029.624.11.23右中樁38.62938.92538.87029.624.11.23右樁38.64938.94538.88929.624.11.23K41+380左樁38.66038.95738.89929.724.01.24左中樁38.63338.92938.87129.623.91.24右中樁38.64438.94138.88429.724.01.24右樁38.63238.93138.87429.924.11.24K41+400左樁38.65838.95638.89829.824.01.24左中樁38.64738.94438.88629.724.01.24右中樁38.63138.92738.87129.624.11.23右樁38.63338.92938.87429.624.11.23K41+420左樁38.64038.93638.88029.624.11.23左中樁38.62438.92038.86429.624.11.23右中樁38.61738.91338.85729.624.11.23右樁38.65138.94738.89029.623.91.24K41+440左樁38.62238.91838.86329.624.11.23左中樁38.64038.93638.88129.624.11.23右中樁38.62538.92438.86829.924.31.23右樁38.63038.92638.87129.624.11.234.93區(qū)土石混和料填筑（8-9層）層次樁號(hào)下層標(biāo)高(m)本層松鋪高程(m)壓實(shí)后高程（m）松鋪厚度(cm)壓實(shí)厚度（cm）壓實(shí)系數(shù)8K41+340左樁38.89239.28939.24339.735.11.13左中樁38.88939.28539.24039.635.01.13右中樁38.86739.26139.21939.435.21.12右樁38.88039.27639.23139.635.01.13K41+360左樁38.87539.27039.22539.535.01.13左中樁38.90039.29739.25239.735.11.13右中樁38.87039.26639.22039.635.01.13右樁38.88939.28539.24039.635.01.13K41+380左樁38.89939.29739.24839.834.91.14左中樁38.87139.26739.22239.635.01.13右中樁38.88439.28339.23439.935.01.14右樁38.87439.27039.22439.635.01.13K41+400左樁38.89839.29439.24939.635.01.13左中樁38.88639.28039.23539.434.91.13右中樁38.87139.26739.22239.635.01.13右樁38.87439.27039.22439.635.01.13K41+420左樁38.88039.27439.23239.435.21.12左中樁38.86439.26339.21839.935.31.13右中樁38.85739.25339.20539.634.71.14右樁38.89039.28739.23839.734.81.14K41+440左樁38.86339.25939.21339.635.01.13左中樁38.88139.27839.23239.735.11.13右中樁38.86839.26639.22039.835.21.13右樁38.87139.26739.21839.634.71.149K41+340左樁39.24139.63739.59239.635.01.13左中樁39.24039.63739.59139.735.11.13右中樁39.21639.61439.56539.834.91.14右樁39.23439.63239.58339.834.91.14K41+360左樁39.22839.62439.57839.635.01.13左中樁39.25239.64839.60239.635.01.13右中樁39.22039.61739.57239.735.11.13右樁39.24039.63739.59139.735.11.13K41+380左樁39.25339.65039.60139.734.81.14左中樁39.22239.61939.57339.735.11.13右中樁39.23439.63039.58139.634.71.14右樁39.22439.62239.57639.835.21.13K41+400左樁39.24639.64339.59439.734.81.14左中樁39.23539.63239.58639.735.11.13右中樁39.22239.61939.57339.735.11.13右樁39.22439.62139.57639.735.11.13K41+420左樁39.23139.62739.58139.635.01.13左中樁39.21439.61239.56439.834.91.14右中樁39.21139.60839.55939.734.81.14右樁39.24139.63739.59239.635.01.13K41+440左樁39.21339.61039.56439.735.11.13左中樁39.23239.63039.58139.834.91.14右中樁39.21739.61639.56439.934.71.15右樁39.22239.61939.57039.734.81.145.94區(qū)土石混和料填筑（10-11層）層次樁號(hào)下層標(biāo)高(m)本層松鋪高程(m)壓實(shí)后高程（m）松鋪厚度(cm)壓實(shí)厚度（cm）壓實(shí)系數(shù)10K41+340左樁39.59239.99039.93539.834.31.16左中樁39.59139.98839.93339.734.21.16右中樁39.56539.96039.90639.534.11.16右樁39.58339.97939.92239.633.81.17K41+360左樁39.57839.97439.92039.634.11.16左中樁39.60239.99839.94339.634.11.16右中樁39.57239.96939.91439.734.21.16右樁39.59139.98739.93239.634.11.16K41+380左樁39.60139.99839.94039.733.91.17左中樁39.57339.96939.91539.634.11.16右中樁39.58139.97839.91839.733.61.18右樁39.57639.97239.91839.634.11.16K41+400左樁39.59439.99039.93539.634.11.16左中樁39.58639.98239.92839.634.11.16右中樁39.57339.97039.91539.734.21.16右樁39.57639.97239.91439.633.81.17K41+420左樁39.58139.97739.92339.634.11.16左中樁39.56439.96039.90239.633.81.17右中樁39.55939.95639.89939.733.91.17右樁39.59239.98839.93339.634.11.16K41+440左樁39.56439.96239.90739.834.31.16左中樁39.58139.97939.92439.834.31.16右中樁39.56439.96339.90