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、地基根底檢測(cè)報(bào)告工程名稱(chēng)：/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)：一、刖言4二、檢測(cè)規(guī)、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)果匯總表與 PS曲線圖動(dòng)力觸探檢測(cè)結(jié)果匯總表與曲線圖樁位平面布置示意圖聲明：1、報(bào)告無(wú)計(jì)量認(rèn)證章、資質(zhì)專(zhuān)用章以與委托檢驗(yàn)專(zhuān)用章或業(yè)務(wù)專(zhuān)用章無(wú)效。2、復(fù)制報(bào)告未經(jīng)重新加蓋計(jì)量認(rèn)證章、資質(zhì)專(zhuān)用章以與委托檢驗(yàn)專(zhuān)用章或業(yè)務(wù)專(zhuān)用章無(wú)效。3、報(bào)告無(wú)報(bào)告人、審核

2、人、批準(zhǔn)人簽章無(wú)效。4、報(bào)告涂改、換頁(yè)無(wú)效，無(wú)騎縫章無(wú)效。5、對(duì)送樣委托檢測(cè)，檢測(cè)報(bào)告僅對(duì)來(lái)樣負(fù)責(zé)。6、對(duì)檢測(cè)報(bào)告假設(shè)有異議，應(yīng)于收到報(bào)告之日起十五日向檢測(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XXX的委托，于年 月 日至 日對(duì)XXX工程純地下室的振沖碎石樁樁體進(jìn)展了動(dòng)力觸探檢測(cè)；于 年 月 日至月 日進(jìn)展了單 樁復(fù)合地基靜載荷試驗(yàn)。檢測(cè)目的：通過(guò)靜載試驗(yàn)，模擬建筑物地基的實(shí)際受荷條件，測(cè)定振沖碎 石樁復(fù)合地基的承載力特征值和變形參數(shù)。通過(guò)動(dòng)力觸探，對(duì)樁體進(jìn)展評(píng)價(jià)， 判定地基振沖碎石樁樁體的施工質(zhì)量?，F(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)、

3、原理?建筑地基處理技術(shù)規(guī)?JGJ79-2021;?巖土工程勘察規(guī)?GB50021-2001 2021版；?省建筑地基根底檢測(cè)技術(shù)規(guī)程?DBJ51/T014-2021。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，精細(xì)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)的沉降量小于0.1mm2、樁體檢測(cè)：采用SH 30型鉆機(jī)與N120動(dòng)探配套設(shè)備，使用超重型動(dòng)力觸 探，依據(jù)N20每10cm貫入的錘擊數(shù)對(duì)振沖碎石樁樁體進(jìn)展評(píng)價(jià)，判定成樁質(zhì)量

4、， 其檢測(cè)深度應(yīng)與地基處理的深度一樣。三、工程慨述該工程地基根底由XXX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 fspk>250kPa,壓縮模量 Esp> 15MPa振沖碎石樁地基施工由XXX公司承擔(dān)。 由XXX公司監(jiān)理。四、工程地質(zhì)概況擬建場(chǎng)地位于市。本次勘察說(shuō)明，擬建場(chǎng)地勘探深度圍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)Qal+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丨雜填土 Qml：雜色；松散；枯燥稍濕；由混凝土塊、磚瓦、卵 石等

5、建筑垃圾組成，含少量粘性土。該層場(chǎng)地均有分布，類(lèi)型為新近堆積填土， 層厚左右。1-2丨素填土 Qml：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。2-1丨粉質(zhì)粘土 Q4al+pl：褐黃色灰黑色，可塑；干強(qiáng)度中等，韌性中 等，稍有光澤，無(wú)搖震反響，含少量鐵錳質(zhì)氧化物。該層場(chǎng)地分布較廣泛，層 厚 。2-2丨粉土 Qal+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(wú)光澤、干強(qiáng)度較低、韌性低、搖震反響中等。該層于場(chǎng)地分布 較廣泛，層厚。3中砂Qal+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，云母與黏

6、粒顆粒少量。層厚4卵石Q*切：褐黃、黃灰色等，濕-飽和。主要以花崗巖、砂巖與石 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、圓礫與少量粘性土；據(jù) N120動(dòng)探試驗(yàn)，卵石層密實(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#、040210、040220#2、 0.4 級(jí)100MPa 精細(xì)壓力表：D16014215、D19034915、F05100114 F0510001/3、百分表:050mm,精度：0.01mm,編號(hào)：4040291#、4060372#、4040325#、 4040336#、4030417#、4

7、060474#、4060294#、4060636#、403043$、4060350、 4060291#、3110430、4030360、406066C#、4060469#、40403124、承壓板：正方形1.14m25、鉆機(jī)：SH-30型與N20動(dòng)探配套設(shè)備六、試驗(yàn)點(diǎn)位的選取本次檢測(cè)圍布置總樁數(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悄由取且每個(gè)單體工程不少于3點(diǎn)；樁體動(dòng)探按總樁數(shù)的3%由取，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(kāi)挖的地質(zhì)情況與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)原那么

8、：1、一般情況下在整個(gè)施工場(chǎng)地均勻布置試驗(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、在根底荷載較大或?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(guò)試驗(yàn)各靜載點(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，那么：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最大加載里kPa壓板面積mn正 方形特征值kPa計(jì)算壓縮模量MPa1395216.13506.41.14253.227.3225019.22506.41.14253.223.0338821.11506.41.14253.220.94387420.67506.41.14253.221.3531

9、6414.45506.41.14253.230.56231119.22506.41.14253.223.07325016.30506.41.14253.227.18239715.47506.41.14253.228.5984121.43506.41.14253.220.610115215.36506.41.14253.228.71186618.48506.41.14253.223.912240521.08506.41.14253.220.913385719.06506.41.14253.223.11440217.36510.21.14255.125.61530118.25510.21.1425

10、5.124.416370315.27510.21.14255.129.117313617.96510.21.14255.124.718246017.95510.21.14255.124.819191718.76510.21.14255.123.720192416.84510.21.14255.126.421116017.76510.21.14255.125.022290421.42510.21.14255.120.72380817.17510.21.14255.125.924241620.18510.21.14255.122.025349121.25510.21.14255.120.92615

11、7820.06519.41.14259.722.627285518.08519.41.14259.725.028112717.46519.41.14259.725.929269516.45519.41.14259.727.530152018.50520.71.14260.324.53143414.99520.71.14260.330.3靜載檢測(cè)結(jié)果詳見(jiàn)靜載荷試驗(yàn)結(jié)果匯總表與 PS曲線圖2、動(dòng)力觸探檢測(cè)結(jié)果詳見(jiàn)動(dòng)力觸探檢測(cè)結(jié)果匯總表與曲線圖。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(mǎn)足設(shè)計(jì)要求。2、根據(jù)超重型動(dòng)力觸探檢測(cè)

12、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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.301.3068.22155.9901801.522.82136.83233.9902701.714.53205.24312.0903601.736.26273.75390.0904501.988.24342.16452.5905402.3710.61396.97514.9906302.6013.21451.78577.3907202.9216.13506.49452.530750-0.3115.8239

13、6.910312.030780-0.5815.24273.711155.930810-0.8214.42136.8120180990-1.2113.2103952#點(diǎn)靜載P-s曲線圖S(mm)250 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.411.4168.22155.9901801.562.97136.83233.9902701.764.73205.24312.0903601.836.56273.75390.0904502.208.76342.16452.5905402.8411.60396.97514.99063

14、03.4815.08451.78577.3907204.1419.22506.49452.530750-0.2418.98396.910312.030780-0.4218.56273.711155.930810-0.6517.91136.8120180990-1.2716.640250#點(diǎn)靜載P-s曲線圖010020030040050060070080(kPa)388 #點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷載歷時(shí)min沉降mri )壓強(qiáng)值(kN)本級(jí)累計(jì)本級(jí)累計(jì)(kPa)177.890901.411.4168.22155.9901801.713.12136.83233.9902702.005.1220

15、5.24312.0903602.277.39273.75390.0904502.569.95342.16452.5905402.9612.91396.97514.9906303.8416.75451.78577.3907204.3621.11506.49452.530750-0.2520.86396.910312.030780-0.4220.44273.711155.930810-0.6219.82136.8120180990-1.5318.290388#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)3874 #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

16、降mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.451.4568.22155.9901801.803.25136.83233.9902702.025.27205.24312.0903602.167.43273.75390.0904502.429.85342.16452.5905403.0112.86396.97514.9906303.7916.65451.78577.3907204.0220.67506.49452.530750-0.3020.37396.910312.030780-0.5119.86273.711155.930810-0.8419.02136.8120180

17、990-1.5817.4403874#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)3164 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.351.3568.22155.9901801.432.78136.83233.9902701.604.38205.24312.0903601.666.04273.75390.0904501.897.93342.16452.5905401.929.85396.97514.9906302.1011.95451.78577.3907202.5014.45506

18、.49452.530750-0.3314.12396.910312.030780-0.6413.48273.711155.930810-0.8212.66136.8120180990-1.2711.3903164#點(diǎn)靜載P-s曲線圖01002003004005006007008002311 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.271.2768.22155.9901801.522.79136.83233.9902701.804.59205.24312.0903601.976.56273.75390.0904502.

19、408.96342.16452.5905402.7711.73396.97514.9906303.4215.15451.78577.3907204.0719.22506.49452.530750-0.3118.91396.910312.030780-0.5618.35273.711155.930810-0.8017.55136.8120180990-1.5815.9702311#點(diǎn)靜載P-s曲線圖S(mm)3250 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.481.4868.22155.9901801.673.1513

20、6.83233.9902701.824.97205.24312.0903601.906.87273.75390.0904502.088.95342.16452.5905402.3111.26396.97514.9906302.3813.64451.78577.3907202.6616.30506.49452.530750-0.1616.14396.910312.030780-0.3715.77273.711155.930810-0.6315.14136.8120180990-1.2213.9203250#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)2397 #

21、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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.301.3068.22155.9901801.582.88136.83233.9902701.684.56205.24312.0903601.846.40273.75390.0904501.938.33342.16452.5905402.1510.48396.97514.9906302.4212.90451.78577.3907202.5715.47506.49452.530750-0.1515.32396.910312.030780-0.3514.97273.711155.93

22、0810-0.5214.45136.8120180990-1.3213.1302397#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)841 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.591.5968.22155.9901801.773.36136.83233.9902701.965.32205.24312.0903602.317.63273.75390.0904502.7110.34342.16452.5905403.4113.75396.97514.9906303.6117.3645

23、1.78577.3907204.0721.43506.49452.530750-0.2721.16396.910312.030780-0.6420.52273.711155.930810-1.1619.36136.8120180990-2.1117.2501152 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.311.3168.22155.9901801.462.77136.83233.9902701.614.38205.24312.0903601.786.16273.75390.0904502.058.21342.164

24、52.5905402.1110.32396.97514.9906302.4012.72451.78577.3907202.6415.36506.49452.530750-0.2215.14396.910312.030780-0.4114.73273.711155.930810-0.6114.12136.8120180990-1.4612.6601152#點(diǎn)靜載P-s曲線圖0100200300400500600700800(kPa)S(mm)866 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.511.5168.22155.

25、9901801.723.23136.83233.9902702.145.37205.24312.0903602.107.47273.75390.0904502.419.88342.16452.5905402.6312.51396.97514.9906303.0515.56451.78577.3907202.9218.48506.49452.530750-0.2818.20396.910312.030780-0.5217.68273.711155.930810-0.7216.96136.8120180990-1.4415.520866點(diǎn)靜載P-s曲線圖0100200300400500600700

26、800S(mm)2405 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.491.4968.22155.9901801.823.31136.83233.9902702.025.33205.24312.0903602.357.68273.75390.0904502.7010.38342.16452.5905403.0413.42396.97514.9906303.5817.00451.78577.3907204.0821.08506.49452.530750-0.2620.82396.910312.030780-0.4320.

27、39273.711155.930810-0.8419.55136.8120180990-1.7017.8502405#點(diǎn)靜載P-s曲線圖0100200300400500600700800(kPa)S(mm)3857 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)177.890901.511.5168.22155.9901801.853.36136.83233.9902701.865.22205.24312.0903602.277.49273.75390.0904502.459.94342.16452.5905402.6312.57396.975

28、14.9906303.2215.79451.78577.3907203.2719.06506.49452.530750-0.2618.80396.910312.030780-0.4418.36273.711155.930810-0.9017.46136.8120180990-1.4016.0603857#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)402 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.371.3764.22150.2901801.612.98131.83227.290270

29、1.744.72199.34304.3903601.976.69266.95381.3904502.319.00334.56458.3905402.6311.63402.07520.0906302.7114.34456.18581.6907203.0217.36510.29458.330750-0.2517.11402.010304.330780-0.4116.70266.911150.230810-0.7815.92131.8120180990-1.5114.410402#點(diǎn)靜載P-s曲線圖010020030040050060070080P(KPa)301 #點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序號(hào)荷載(

30、kN)歷時(shí)min沉降mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.571.5764.22150.2901801.593.16131.83227.2902701.845.00199.34304.3903602.037.03266.95381.3904502.119.14334.56458.3905402.6611.80402.07520.0906303.0114.81456.18581.6907203.4418.25510.29458.330750-0.3017.95402.010304.330780-0.5217.43266.911150.230810-0.7516.6813

31、1.8120180990-1.6615.020301#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)3703 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.271.2764.22150.2901801.622.89131.83227.2902701.604.49199.34304.3903601.836.32266.95381.3904501.998.31334.56458.3905402.1610.47402.07520.0906302.2612.73456.18581.6907202.5

32、415.27510.29458.330750-0.2415.03402.010304.330780-0.5114.52266.911150.230810-0.9813.54131.8120180990-2.4111.1303703#點(diǎn)靜載P-s曲線圖01002003004005006007008Q0(KPa)3136 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.411.4164.22150.2901801.683.09131.83227.2902701.814.90199.34304.3903601.976.87266.

33、95381.3904502.509.37334.56458.3905402.3611.73402.07520.0906302.8214.55456.18581.6907203.4117.96510.29458.330750-0.3317.63402.010304.330780-0.6117.02266.911150.230810-0.7216.30131.8120180990-1.9914.3103136#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)2460 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173

34、.290901.361.3664.22150.2901801.572.93131.83227.2902701.854.78199.34304.3903601.936.71266.95381.3904502.349.05334.56458.3905402.6111.66402.07520.0906302.9014.56456.18581.6907203.3917.95510.29458.330750-0.3217.63402.010304.330780-0.4817.15266.911150.230810-0.8216.33131.8120180990-1.5214.8102460#點(diǎn)靜載P-s

35、曲線圖01 00200300400500600700800(KPa)S(mm)1917 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.471.4764.22150.2901801.693.16131.83227.2902701.915.07199.34304.3903602.127.19266.95381.3904502.379.56334.56458.3905402.5412.10402.07520.0906303.1215.22456.18581.6907203.5418.76510.29458.330750-0.34

36、18.42402.010304.330780-0.6317.79266.911150.230810-0.8516.94131.8120180990-1.5715.3701917#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)1924 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.441.4464.22150.2901801.302.74131.83227.2902701.714.45199.34304.3903601.936.38266.95381.3904502.068.44334.564

37、58.3905402.2310.67402.07520.0906302.5713.24456.18581.6907203.6016.84510.29458.330750-0.2016.64402.010304.330780-0.4316.21266.911150.230810-0.7215.49131.8120180990-1.5713.9201924#點(diǎn)靜載P-s曲線圖01002003004005006007008輿炸切S(mm)1160 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.491.4964.22150.290

38、1801.643.13131.83227.2902701.784.91199.34304.3903601.976.88266.95381.3904502.259.13334.56458.3905402.4011.53402.07520.0906302.7014.23456.18581.6907203.5317.76510.29458.330750-0.2217.54402.010304.330780-0.3917.15266.911150.230810-0.7416.41131.8120180990-1.6114.8001160#點(diǎn)靜載P-s曲線圖S(mm)2904 #點(diǎn)靜載試驗(yàn)點(diǎn)結(jié)果匯總表序

39、號(hào)荷載(kN)歷時(shí)min沉降mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.461.4664.22150.2901801.733.19131.83227.2902702.145.33199.34304.3903602.287.61266.95381.3904502.7010.31334.56458.3905402.9913.30402.07520.0906303.8217.12456.18581.6907204.3021.42510.29458.330750-0.2621.16402.010304.330780-0.4420.72266.911150.230810-0.8819

40、.84131.8120180990-1.2618.5802904#點(diǎn)靜載P-s曲線圖010020030040050060070080(kPa)808 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.421.4264.22150.2901801.643.06131.83227.2902701.864.92199.34304.3903601.876.79266.95381.3904502.158.94334.56458.3905402.4311.37402.07520.0906302.6614.03456.18581.6907203.1417.17510.29458.330750-0.1717.00402.010304.330780-0.3516.65266.911150.230810-0.6316.02131.8120180990-1.2614.760808#點(diǎn)靜載P-s曲線圖0100200300400500600700800S(mm)2416 #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mri )壓強(qiáng)值(kPa)本級(jí)累計(jì)本級(jí)累計(jì)173.290901.601.6064.22150.2901801.793.39131.83227.2902701.94