復(fù)合地基靜載荷試驗(yàn)動(dòng)力觸探檢測(cè)完整報(bào)告一套

1、地基基礎(chǔ)檢測(cè)報(bào)告工 程 名 稱： /檢 測(cè) 項(xiàng) 目：振沖樁復(fù)合地基靜載荷試驗(yàn)、動(dòng)力觸探檢測(cè)委 托 單 位： /檢 測(cè) 性 質(zhì)： 委托檢測(cè)檢 測(cè) 日 期： 靜載荷試驗(yàn)、動(dòng)力觸探檢測(cè)設(shè) 計(jì) 單 位： /監(jiān) 理 單 位： /地 勘 單 位： /施 工 單 位： /-試 驗(yàn)： 審 核：簽 發(fā)：目 錄 一、前言4二、檢測(cè)規(guī)范、原理4三、工程慨述5四、工程地質(zhì)概況5五、檢測(cè)的儀器設(shè)備6六、試驗(yàn)點(diǎn)位的選取6七、檢測(cè)結(jié)果7八、結(jié)論8附圖表靜載荷試驗(yàn)結(jié)果匯總表及PS曲線圖 動(dòng)力觸探檢測(cè)結(jié)果匯總表及曲線圖 樁位平面布置示意圖聲明： 1、報(bào)告無計(jì)量認(rèn)證章、資質(zhì)專用章以及委托檢驗(yàn)專用章或業(yè)務(wù)專用章無效。 2、復(fù)制報(bào)告

2、未經(jīng)重新加蓋計(jì)量認(rèn)證章、資質(zhì)專用章以及委托檢驗(yàn)專用章或業(yè)務(wù)專用章無效。 3、報(bào)告無報(bào)告人、審核人、批準(zhǔn)人簽章無效。 4、報(bào)告涂改、換頁無效，無騎縫章無效。 5、對(duì)送樣委托檢測(cè)，檢測(cè)報(bào)告僅對(duì)來樣負(fù)責(zé)。 6、對(duì)檢測(cè)報(bào)告若有異議，應(yīng)于收到報(bào)告之日起十五日內(nèi)向檢測(cè)單位提出。醫(yī)療中心醫(yī)院建設(shè)工程純地下室靜載荷試驗(yàn)、動(dòng)力觸探檢測(cè)一、前言 我公司受×××的委托，于 年 月 日至 日對(duì)×××工程純地下室的振沖碎石樁樁體進(jìn)行了動(dòng)力觸探檢測(cè)；于 年 月 日至 月 日進(jìn)行了單樁復(fù)合地基靜載荷試驗(yàn)。 檢測(cè)目的：通過靜載試驗(yàn)，模擬建筑物地基的實(shí)際受荷條件，測(cè)定

3、振沖碎石樁復(fù)合地基的承載力特征值和變形參數(shù)。通過動(dòng)力觸探，對(duì)樁體進(jìn)行評(píng)價(jià)，判定地基振沖碎石樁樁體的施工質(zhì)量。 現(xiàn)根據(jù)試驗(yàn)數(shù)據(jù)和資料綜合分析提交試驗(yàn)報(bào)告。二、檢測(cè)規(guī)范、原理建筑地基處理技術(shù)規(guī)范（JGJ79-2012）；巖土工程勘察規(guī)范（GB50021-2001 2009版）；四川省建筑地基基礎(chǔ)檢測(cè)技術(shù)規(guī)程（DBJ51/T014-2013）。1、靜載荷試驗(yàn)：采用正方形承壓板，壓板面積為1.14m2，由千斤頂反力加荷，精密百分表測(cè)量沉降。根據(jù)沉降計(jì)算各測(cè)點(diǎn)承載力特征值。試驗(yàn)加荷共分8級(jí)，每級(jí)加荷后立即讀記一次沉降量，以后每隔30min觀測(cè)一次，每級(jí)荷載的維持時(shí)間均不得少于1.5小時(shí)，穩(wěn)定標(biāo)準(zhǔn)為每小時(shí)

4、的沉降量小于0.1mm。2、樁體檢測(cè)：采用SH30型鉆機(jī)及N120動(dòng)探配套設(shè)備，使用超重型動(dòng)力觸探，依據(jù)N120每10cm貫入的錘擊數(shù)對(duì)振沖碎石樁樁體進(jìn)行評(píng)價(jià)，判定成樁質(zhì)量，其檢測(cè)深度應(yīng)與地基處理的深度相同。三、工程慨述該工程地基基礎(chǔ)由×××公司設(shè)計(jì)。地基采用振沖碎石樁復(fù)合地基，樁徑為900mm，樁距1.15m，排距0.996m，設(shè)計(jì)要求加固處理后地基承載力特征值fspk250kPa，壓縮模量Esp15MPa。振沖碎石樁地基施工由×××公司承擔(dān)。由×××公司監(jiān)理。四、工程地質(zhì)概況 擬建場(chǎng)地位于 市。本次勘

5、察表明，擬建場(chǎng)地勘探深度范圍內(nèi)的地層主要由第四系人工填土層（Q4ml）雜填土、素填土、第四系全新統(tǒng)（Q4al+pl）沖洪積層粉質(zhì)粘土、粉土、中砂和卵石層組成。地層從上至下描述如下：（1-1）雜填土（Q4ml）：雜色；松散；干燥稍濕；由混凝土塊、磚瓦、卵石等建筑垃圾組成，含少量粘性土。該層場(chǎng)地內(nèi)均有分布，類型為新近堆積填土，層厚0.20m-0.50m左右。（1-2）素填土（Q4ml）：褐灰、褐黃色；稍密；稍濕；以粘土為主，含少量植物根莖。該層場(chǎng)地廣泛分布，堆積年限>5年。層厚0.20m-1.40m 。（2-1）粉質(zhì)粘土（Q4al+pl ）: 褐黃色灰黑色,可塑；干強(qiáng)度中等，韌性中等，稍有光

6、澤，無搖震反應(yīng)，含少量鐵錳質(zhì)氧化物。該層場(chǎng)地分布較廣泛，層厚1.60-4.30m。（2-2）粉土（Q4al+pl）：淺黃色褐黃色,松散-稍密,濕。含鐵錳質(zhì)氧化物，夾薄層粉砂，無光澤、干強(qiáng)度較低、韌性低、搖震反應(yīng)中等。該層于場(chǎng)地內(nèi)分布較廣泛，層厚0.30-2.20m。（3）中砂（Q4al+pl）：褐灰色、黃色；濕；結(jié)構(gòu)松散；以長(zhǎng)石、石英為主，巖屑次之，云母及黏粒顆粒少量。層厚0.40m-2.10m。（4）卵石（Q4al+pl）：褐黃、黃灰色等，濕-飽和。主要以花崗巖、砂巖及石英巖等組成，中微風(fēng)化，一般粒徑210cm，大者可達(dá)20cm以上，隙間充填砂、圓礫及少量粘性土；據(jù)N120動(dòng)探試驗(yàn)，卵石層密

7、實(shí)度可分為松散、稍密、中密、密實(shí)四個(gè)亞層。五、檢測(cè)的儀器設(shè)備1、千斤頂：150703#、150707#、040219#、040220# 2、0.4級(jí)（100MPa）精密壓力表：D16014215#、D19034915#、F05100114#、F05100014#3、百分表：（050mm），精度： 0.01mm，編號(hào)：4040291#、4060372#、4040325#、4040336#、4030417#、4060474#、4060294#、4060636#、4030438#、4060359#、4060291#、3110439#、4030369#、4060660#、4060469#、404031

8、2#4、承壓板：正方形1.14m2 5、鉆機(jī)：SH-30型及N120動(dòng)探配套設(shè)備六、試驗(yàn)點(diǎn)位的選取本次檢測(cè)范圍內(nèi)布置總樁數(shù)約為3100根，振沖碎石樁復(fù)合地基靜載試驗(yàn)按總樁數(shù)的1%抽取且每個(gè)單體工程不少于3點(diǎn)；樁體動(dòng)探按總樁數(shù)的3%抽取，樁間土動(dòng)探按總樁數(shù)的2%抽取。本次選點(diǎn)由委托方、設(shè)計(jì)方、監(jiān)理方在現(xiàn)場(chǎng)根據(jù)場(chǎng)地的開挖的地質(zhì)情況及建筑的荷載要求共同確定31個(gè)靜載試驗(yàn)點(diǎn)、124個(gè)樁體動(dòng)探點(diǎn)，62個(gè)樁間土動(dòng)探點(diǎn)。選點(diǎn)原則：1、一般情況下在整個(gè)施工場(chǎng)地內(nèi)均勻布置試驗(yàn)點(diǎn)；2、當(dāng)施工場(chǎng)地地質(zhì)條件變化較大時(shí)，應(yīng)在較差地段布置試驗(yàn)點(diǎn)；3、在基礎(chǔ)荷載較大或?qū)ψ冃蚊舾胁课徊贾脵z測(cè)點(diǎn)。七、檢測(cè)結(jié)果1、通過試驗(yàn)各靜載

9、點(diǎn)承載力特征值按規(guī)定取s/d=0.01所對(duì)應(yīng)的荷載，其值不應(yīng)大于最大加載荷載的一半，則：檢測(cè)點(diǎn)檢測(cè)結(jié)果統(tǒng)計(jì)表 序號(hào)點(diǎn)號(hào)最大沉降（mm）最大加載量（kPa）壓板面積（m2）（正方形）特征值（kPa）計(jì)算壓縮模量（MPa）1395216.13506.41.14253.227.3225019.22506.41.14253.223.0338821.11506.41.14253.220.94387420.67506.41.14253.221.35316414.45506.41.14253.230.56231119.22506.41.14253.223.07325016.30506.41.14253.22

10、7.18239715.47506.41.14253.228.5984121.43506.41.14253.220.610115215.36506.41.14253.228.71186618.48506.41.14253.223.912240521.08506.41.14253.220.913385719.06506.41.14253.223.11440217.36510.21.14255.125.61530118.25510.21.14255.124.416370315.27510.21.14255.129.117313617.96510.21.14255.124.718246017.9551

11、0.21.14255.124.819191718.76510.21.14255.123.720192416.84510.21.14255.126.421116017.76510.21.14255.125.022290421.42510.21.14255.120.72380817.17510.21.14255.125.924241620.18510.21.14255.122.025349121.25510.21.14255.120.926157820.06519.41.14259.722.627285518.08519.41.14259.725.028112717.46519.41.14259.

12、725.929269516.45519.41.14259.727.530152018.50520.71.14260.324.53143414.99520.71.14260.330.3靜載檢測(cè)結(jié)果詳見靜載荷試驗(yàn)結(jié)果匯總表及PS曲線圖2、動(dòng)力觸探檢測(cè)結(jié)果詳見動(dòng)力觸探檢測(cè)結(jié)果匯總表及曲線圖。八、結(jié)論 1、根據(jù)靜載荷試驗(yàn)結(jié)果，本次所測(cè)振沖碎石樁復(fù)合地基承載力特征值為253.2kPa，計(jì)算壓縮模量為20MPa，滿足設(shè)計(jì)要求。2、根據(jù)超重型動(dòng)力觸探檢測(cè)結(jié)果，本次所測(cè)振沖碎石樁樁體為稍密密實(shí)狀態(tài)；樁間土為稍密狀態(tài)。3952#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kP

13、a)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.301.3068.22155.9901801.522.82136.83233.9902701.714.53205.24312.0903601.736.26273.75390.0904501.988.24342.16452.5905402.3710.61396.97514.9906302.6013.21451.78577.3907202.9216.13506.49452.530750-0.3115.82396.910312.030780-0.5815.24273.711155.930810-0.8214.42136.8120180990-1.21

14、13.210250#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.411.4168.22155.9901801.562.97136.83233.9902701.764.73205.24312.0903601.836.56273.75390.0904502.208.76342.16452.5905402.8411.60396.97514.9906303.4815.08451.78577.3907204.1419.22506.49452.530750-0.2418.98396.910312.030780-0.4

15、218.56273.711155.930810-0.6517.91136.8120180990-1.2716.640388#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.411.4168.22155.9901801.713.12136.83233.9902702.005.12205.24312.0903602.277.39273.75390.0904502.569.95342.16452.5905402.9612.91396.97514.9906303.8416.75451.78577.3907204.36

16、21.11506.49452.530750-0.2520.86396.910312.030780-0.4220.44273.711155.930810-0.6219.82136.8120180990-1.5318.2903874#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.451.4568.22155.9901801.803.25136.83233.9902702.025.27205.24312.0903602.167.43273.75390.0904502.429.85342.16452.5905403

17、.0112.86396.97514.9906303.7916.65451.78577.3907204.0220.67506.49452.530750-0.3020.37396.910312.030780-0.5119.86273.711155.930810-0.8419.02136.8120180990-1.5817.4403164#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.351.3568.22155.9901801.432.78136.83233.9902701.604.38205.24312.09

18、03601.666.04273.75390.0904501.897.93342.16452.5905401.929.85396.97514.9906302.1011.95451.78577.3907202.5014.45506.49452.530750-0.3314.12396.910312.030780-0.6413.48273.711155.930810-0.8212.66136.8120180990-1.2711.3902311#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.271.2768.2215

19、5.9901801.522.79136.83233.9902701.804.59205.24312.0903601.976.56273.75390.0904502.408.96342.16452.5905402.7711.73396.97514.9906303.4215.15451.78577.3907204.0719.22506.49452.530750-0.3118.91396.910312.030780-0.5618.35273.711155.930810-0.8017.55136.8120180990-1.5815.9703250#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min

20、）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.481.4868.22155.9901801.673.15136.83233.9902701.824.97205.24312.0903601.906.87273.75390.0904502.088.95342.16452.5905402.3111.26396.97514.9906302.3813.64451.78577.3907202.6616.30506.49452.530750-0.1616.14396.910312.030780-0.3715.77273.711155.930810-0.6315.14136.

21、8120180990-1.2213.9202397#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.301.3068.22155.9901801.582.88136.83233.9902701.684.56205.24312.0903601.846.40273.75390.0904501.938.33342.16452.5905402.1510.48396.97514.9906302.4212.90451.78577.3907202.5715.47506.49452.530750-0.1515.32396.9

22、10312.030780-0.3514.97273.711155.930810-0.5214.45136.8120180990-1.3213.130841#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.591.5968.22155.9901801.773.36136.83233.9902701.965.32205.24312.0903602.317.63273.75390.0904502.7110.34342.16452.5905403.4113.75396.97514.9906303.6117.36451

23、.78577.3907204.0721.43506.49452.530750-0.2721.16396.910312.030780-0.6420.52273.711155.930810-1.1619.36136.8120180990-2.1117.2501152#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.311.3168.22155.9901801.462.77136.83233.9902701.614.38205.24312.0903601.786.16273.75390.0904502.058.21

24、342.16452.5905402.1110.32396.97514.9906302.4012.72451.78577.3907202.6415.36506.49452.530750-0.2215.14396.910312.030780-0.4114.73273.711155.930810-0.6114.12136.8120180990-1.4612.660866#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.511.5168.22155.9901801.723.23136.83233.9902702.14

25、5.37205.24312.0903602.107.47273.75390.0904502.419.88342.16452.5905402.6312.51396.97514.9906303.0515.56451.78577.3907202.9218.48506.49452.530750-0.2818.20396.910312.030780-0.5217.68273.711155.930810-0.7216.96136.8120180990-1.4415.5202405#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890

26、901.491.4968.22155.9901801.823.31136.83233.9902702.025.33205.24312.0903602.357.68273.75390.0904502.7010.38342.16452.5905403.0413.42396.97514.9906303.5817.00451.78577.3907204.0821.08506.49452.530750-0.2620.82396.910312.030780-0.4320.39273.711155.930810-0.8419.55136.8120180990-1.7017.8503857#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯

27、總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)177.890901.511.5168.22155.9901801.853.36136.83233.9902701.865.22205.24312.0903602.277.49273.75390.0904502.459.94342.16452.5905402.6312.57396.97514.9906303.2215.79451.78577.3907203.2719.06506.49452.530750-0.2618.80396.910312.030780-0.4418.36273.711155.93

28、0810-0.9017.46136.8120180990-1.4016.060402#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.371.3764.22150.2901801.612.98131.83227.2902701.744.72199.34304.3903601.976.69266.95381.3904502.319.00334.56458.3905402.6311.63402.07520.0906302.7114.34456.18581.6907203.0217.36510.29458.3307

29、50-0.2517.11402.010304.330780-0.4116.70266.911150.230810-0.7815.92131.8120180990-1.5114.410301#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.571.5764.22150.2901801.593.16131.83227.2902701.845.00199.34304.3903602.037.03266.95381.3904502.119.14334.56458.3905402.6611.80402.07520.09

30、06303.0114.81456.18581.6907203.4418.25510.29458.330750-0.3017.95402.010304.330780-0.5217.43266.911150.230810-0.7516.68131.8120180990-1.6615.0203703#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.271.2764.22150.2901801.622.89131.83227.2902701.604.49199.34304.3903601.836.32266.9538

31、1.3904501.998.31334.56458.3905402.1610.47402.07520.0906302.2612.73456.18581.6907202.5415.27510.29458.330750-0.2415.03402.010304.330780-0.5114.52266.911150.230810-0.9813.54131.8120180990-2.4111.1303136#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.411.4164.22150.2901801.683.09131

32、.83227.2902701.814.90199.34304.3903601.976.87266.95381.3904502.509.37334.56458.3905402.3611.73402.07520.0906302.8214.55456.18581.6907203.4117.96510.29458.330750-0.3317.63402.010304.330780-0.6117.02266.911150.230810-0.7216.30131.8120180990-1.9914.3102460#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本

33、級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.361.3664.22150.2901801.572.93131.83227.2902701.854.78199.34304.3903601.936.71266.95381.3904502.349.05334.56458.3905402.6111.66402.07520.0906302.9014.56456.18581.6907203.3917.95510.29458.330750-0.3217.63402.010304.330780-0.4817.15266.911150.230810-0.8216.33131.8120180990-1.5214.8

34、101917#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.471.4764.22150.2901801.693.16131.83227.2902701.915.07199.34304.3903602.127.19266.95381.3904502.379.56334.56458.3905402.5412.10402.07520.0906303.1215.22456.18581.6907203.5418.76510.29458.330750-0.3418.42402.010304.330780-0.6317

35、.79266.911150.230810-0.8516.94131.8120180990-1.5715.3701924#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.441.4464.22150.2901801.302.74131.83227.2902701.714.45199.34304.3903601.936.38266.95381.3904502.068.44334.56458.3905402.2310.67402.07520.0906302.5713.24456.18581.6907203.6016

36、.84510.29458.330750-0.2016.64402.010304.330780-0.4316.21266.911150.230810-0.7215.49131.8120180990-1.5713.9201160#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.491.4964.22150.2901801.643.13131.83227.2902701.784.91199.34304.3903601.976.88266.95381.3904502.259.13334.56458.3905402.4

37、011.53402.07520.0906302.7014.23456.18581.6907203.5317.76510.29458.330750-0.2217.54402.010304.330780-0.3917.15266.911150.230810-0.7416.41131.8120180990-1.6114.8002904#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.461.4664.22150.2901801.733.19131.83227.2902702.145.33199.34304.3903

38、602.287.61266.95381.3904502.7010.31334.56458.3905402.9913.30402.07520.0906303.8217.12456.18581.6907204.3021.42510.29458.330750-0.2621.16402.010304.330780-0.4420.72266.911150.230810-0.8819.84131.8120180990-1.2618.580808#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.421.4264.22150

39、.2901801.643.06131.83227.2902701.864.92199.34304.3903601.876.79266.95381.3904502.158.94334.56458.3905402.4311.37402.07520.0906302.6614.03456.18581.6907203.1417.17510.29458.330750-0.1717.00402.010304.330780-0.3516.65266.911150.230810-0.6316.02131.8120180990-1.2614.7602416#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）

40、沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.601.6064.22150.2901801.793.39131.83227.2902701.945.33199.34304.3903602.317.64266.95381.3904502.6810.32334.56458.3905402.8313.15402.07520.0906303.3316.48456.18581.6907203.7020.18510.29458.330750-0.1420.04402.010304.330780-0.3119.73266.911150.230810-0.5219.21131.8120180990-1.1118.1003491#點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷 載(kN)歷 時(shí)（min）沉 降（mm）)壓強(qiáng)值(kPa)本 級(jí)累 計(jì)本 級(jí)累 計(jì)173.290901.701.7064.22150.2901801.853.55131.83227.2902702.115.66199.34304.3903602.368.02266.95381.3904502.6710.69334.56458.3905402.9513.64402.07