新世界通用碼頭泊位后方陸域地基處理加固工程試驗(yàn)區(qū)試驗(yàn)一區(qū)檢測(cè)報(bào)告

1、first compliance review of the application of the appraisal committee, only through the compliance review of the application to take part in a detailed review. 8.1 application compliance review: does not meet one of the following conditions, procuratorial agency to submit application through complia

2、nce reviews, be invalidated: (1) application of the formats, contents, meet the requirements of selected files, powers of attorney, declarations by the legal representative and the tender agent application to meet the requirements; (2) licence and a bidding agent qualifications meet the requirements

3、; (3) the similar project tendering agency agent number and provide proof of material compliance; (4) the tendering agency intends to put into this project the number of professionals to meet the requirements; (5) are intended to the agent of the project as a project manager has similar projects the

4、 number of and references to meet the requirements; (6) no fraud case. 8.2 application review in detail the evaluation committee through compliance reviews will be selected for detailed review of the application. 8.2.1 tender agent institutions similar project tender performance requirements (16 poi

5、nts) tender agent institutions similar project tender performance 16 points, by two part composition (1) agent similar project of cumulative bid amount scored calculation rules for: agent water project bid amount (on january 1, 2007 has has bid notice for associate) cumulative each reached 100 milli

6、on yuan have 2 points, water project cumulative bid amount scored up not over 6 points. in addition, completes a bid worth more than 500 million yuan in total 1 minute, but other items score accumulated winning amount up to a maximum of 6 points. (2) calculation rule for the number of agents similar

7、 projects: proxy bid amount (since january 1, 2007 winning notice shall prevail) bidding projects in more than 50 million yuan by 2 points, but the agency projects the number of scores up to 3 minutes. 8.2.2 to be agents of the construction project as a project manager in the same project performanc

8、e (10 points) project manager agent performance scores including agents of the bidding agencies of similar projects, as well as in other similar project tendering agency service agent during performance. total 10 project manager agent performance, made up of two parts (1) acting like the accumulated

9、 winning amount calculation rule: agents for water conservancy project bid amount (since january 1, 2007 winning notice for example) cumulative average reached 100 million yuan 3 but scored no more than 5 minutes. (2) calculation rule for the number of agents similar projects: proxy bid amount (sinc

10、e january 1, 2007 winning notice for example) in the more than 50 million yuan water conservancy project period of 3 minutes, but scores the number of agents similar projects up to a maximum of 5 points. project manager demonstrated to provincial-level and higher people's government or the devel

11、opment and reform commission published the winning bidder on the designated media publicity shall prevail. 8.2.3 staff requirement (25 points) 1, to the construction project serving personnel, 4 years experience in tendering agent, 2 points per person, 2 years experience in tendering agent .pig is n

12、ot a pig. with domestic international market and technology big environment of changes, as china traditional industry of pig production of job way and profit way are requirements related industry for resources integration, to quality security for premise, regulation based farming, and management cos

13、t and the production, and sales cost, go standardization, and scale, and intensive, and market road, fast upgrade whole industry chain of regulation capacity, market competition capacity and anti-risk capacity. first, industry analysis (a) the basic situation in china is a traditional hog production

14、 and consumption country, 2008 46.15 million tons of pork, pig stock 462.64 million head by the end pig slaughter 609.6 million. national pig industry's annual production value at around 650 billion yuan, nearly 50% per cent of annual output value of animal husbandry. sichuan province in 2008 pr

15、oduced 6.52 million tons of pork, with 694,000 tons of chengdu city, live pig sell 10.46 million, first 15 vice-provincial cities in the country. the whole nation advantage regional planning (2008-2015) there are 437 counties (cities), 55, sichuan, chengdu has 7 (including in pengzhou). internationa

16、l pig industry mainly include the european union, the united states, and canada, and brazil and other absolute scale of animal husbandry industry and technology developed countries. market 1, the domestic market from china's meat consumption habits and economic analysis of the development situat

17、ion, the emergence of new trends in the market of domestic pork and its products. docking is a pig production and sales more closely. the yangtze river delta, pearl river delta and the bohai rim economic developed area industrial structure adjustment gathered pace, two or three industries to the cen

18、tral and western bias. second, the rigid domestic consumption growth. for a long period, pork is still the largest variety of meat consumption in china, the absolute consumption continues to grow. especially in the vast rural market growth potential. third, market for pork and higher product quality

19、 requirements. pollution-free pork safety and health has shown a very good market prospects. four is the market changing. currently, cold meat, more and more varieties of meat and pork meat products, which accounted for a large proportion of pork consumption, stores, chain stores, supermarkets and o

20、ther marketing methods is on the rise, and transport has been extended to more than 2000 km in radius. chengdu is an important "river pig" resource market, the city's commercial rate reaches above 60% of live pigs, pork and raw materials primary processing products in the domestic and

21、international reputation is high. western hog trading center in chengdu and provides disease-free areas of construction in order to further accelerate the development of swine industry realizes space and conditions. 2, the international markets at present, annual volume of trade in live pigs in the

22、world year around 18 million, about 6 million tons of pork trade. a large net exporter of pork is mainly the eu and north america,-importing countries mainly in asia, japan, and korea, and singapore, the philippines, hong kong and other countries and regions, as well as russia, about 3 million tonne

23、s were imported. it is predicted that the world meat consumption increase of 80% in asia in the future, our country has obvious geographical advantages, export potential. with the advancement of live pigs superiority industry belt construction, animal disease .南通港天生橫港作業(yè)區(qū)新世界通用碼頭3#、4#泊位后方陸域地基處理加固工程試驗(yàn)區(qū)

24、 試驗(yàn)一區(qū)（真空降水+強(qiáng)夯）檢測(cè)報(bào)告施工單位：中國核工業(yè)蕪湖基礎(chǔ)工程公司檢測(cè)單位： 建設(shè)單位：南通濱五實(shí)業(yè)有限公司 編制日期：2014年6月28日 試驗(yàn)一區(qū)（真空降水+強(qiáng)夯）1、工藝流程及施工參數(shù)1、真空降水試驗(yàn)區(qū)邊界外2.00m 設(shè)置淺層封管、深層封管各一排，真空管間距為4.00m，淺管長4.00m、深管長8.00m。試驗(yàn)區(qū)邊界內(nèi)，設(shè)置間距4.00m 的4.00m 長淺層管，淺層管排距6.00m；設(shè)置間距4.00m 的8米長深層管，深層管排距3.00m。第一遍強(qiáng)夯夯擊前，拔除偶數(shù)排的淺層管，余下的真空管形成排距為6.00m。 該區(qū)域于5月3日開始降水，經(jīng)過6天降水，水位基本穩(wěn)定于地面以下3米

25、左右（詳見附表：水位觀測(cè)表）2、 強(qiáng)夯夯錘質(zhì)量15.6 噸，直徑2.5m，每遍能量2000kn·m，夯點(diǎn)間距4.0m×6.00m第一遍一次點(diǎn)夯，水位穩(wěn)定后，拔除偶數(shù)排淺層管開始第一遍點(diǎn)夯，能量2000kn·m，夯點(diǎn)間距4.0m×6.00m，每點(diǎn)4擊。第一遍二次點(diǎn)夯，能量2000kn·m、夯點(diǎn)間距4.0m×6.00m，每點(diǎn)4擊。第二遍點(diǎn)夯，拔除奇數(shù)排進(jìn)行第二遍點(diǎn)夯，能量2000kn·m、夯點(diǎn)間距4.0m×6.00m，每點(diǎn)8擊。第三遍滿夯對(duì)整個(gè)試驗(yàn)區(qū)普夯一遍，普夯能量為1000kn.m，滿夯時(shí)錘印相互搭接三分之一到五分

26、之一錘徑，滿夯每點(diǎn)一擊強(qiáng)夯作業(yè)的同時(shí)，持續(xù)進(jìn)行了夯坑周邊隆起、孔隙水壓力監(jiān)測(cè)、夯坑沉降觀測(cè)、水位觀測(cè)記錄以及夯前夯后靜力觸探。根據(jù)觀測(cè)分析：夯坑周邊無明顯隆起現(xiàn)象；每擊夯沉量均勻遞減，無明顯增大現(xiàn)象；水位保持穩(wěn)定；孔隙水壓力消散情況較好。 二、監(jiān)測(cè)數(shù)據(jù)及檢測(cè)結(jié)果2.1、沉降測(cè)試分項(xiàng)工程名稱: 地基處理前 日期:2014.4.29樁號(hào)及部位: 試驗(yàn)一區(qū) 儀器: 水準(zhǔn)儀 樁 號(hào)后 視前 視實(shí)測(cè)設(shè)計(jì)備注讀數(shù)高程高程高程y0047.4244轉(zhuǎn)點(diǎn)0012.354.2912.354.292.214.43試驗(yàn)一區(qū)22.354.292.244.432.354.292.274.3742.354.292.314.

27、3352.354.292.444.262.354.292.434.2172.354.292.164.4882.354.292.184.4692.354.292.334.31102.354.292.454.19112.354.292.214.43122.354.292.214.43132.354.292.334.31142.354.292.24.44152.354.292.154.49162.354.292.274.37172.354.292.314.33182.354.292.424.22192.354.292.244.4202.354.292.144.5212.354.292.184.462

28、22.354.292.34.34232.354.292.434.21242.354.292.34.34252.354.292.164.48262.354.292.234.41272.354.292.264.38282.354.292.294.35292.354.292.424.22平均高程4.36分項(xiàng)工程名稱: 地基處理第一遍一次夯后 日期:2014.5.16樁號(hào)及部位: 試驗(yàn)區(qū) 儀器: 水準(zhǔn)儀 樁 號(hào)后 視前 視實(shí)測(cè)設(shè)計(jì)備注讀數(shù)高程高程高程y0047.4244轉(zhuǎn)點(diǎn)0011.74.294.2911.74.291.724.27試驗(yàn)一區(qū)21.74.291.684.3131.74.291.634.3

29、641.74.291.594.451.74.291.684.3161.74.291.694.371.74.291.674.3281.74.291.74.2991.74.291.674.32101.74.291.714.28111.74.291.694.3121.74.291.714.28131.74.291.774.22141.74.291.724.27151.74.291.784.21161.74.291.994171.74.291.884.11181.74.291.894.1191.74.291.884.11201.74.291.944.05211.74.292.013.98221.74.

30、291.954.04231.74.291.94.09241.74.292.043.95251.74.292.053.94261.74.291.984.01271.74.292.113.88281.74.292.093.9291.74.292.123.87平均高程4.15分項(xiàng)工程名稱: 地基處理第一遍二次后高程 日期:2014.5.20樁號(hào)及部位: 試驗(yàn)區(qū) 儀器: 水準(zhǔn)儀 樁 號(hào)后 視前 視實(shí)測(cè)設(shè)計(jì)備注讀數(shù)高程高程高程y0047.4244轉(zhuǎn)點(diǎn)0011.754.2911.754.292.13.94試驗(yàn)一區(qū)21.754.291.994.0531.754.291.984.0641.754.291.96

31、4.0851.754.291.974.0761.754.291.984.0671.754.2924.0481.754.292.083.9691.754.292.024.02101.754.292.044111.754.291.984.06121.754.292.123.92131.754.292.014.03141.754.292.153.89151.754.292.093.95161.754.292.13.94171.754.292.13.94181.754.292.13.94191.754.292.13.94201.754.292.23.84211.754.292.153.89221.75

32、4.292.23.84231.754.292.33.74241.754.292.33.74251.754.292.183.86261.754.292.13.94271.754.292.173.87281.754.292.153.89291.754.292.193.85平均高程3.94 分項(xiàng)工程名稱: 二遍及滿夯后高程 日期:2014.5.30樁號(hào)及部位: 試驗(yàn)區(qū) 儀器: 水準(zhǔn)儀 樁 號(hào)后 視前 視實(shí)測(cè)設(shè)計(jì)備注讀數(shù)高程高程高程y0047.4244轉(zhuǎn)點(diǎn)0011.214.2911.214.291.783.72試驗(yàn)一區(qū)21.214.291.743.7631.214.291.883.6241.214.2

33、91.843.6651.214.291.963.5461.214.291.843.6671.214.291.93.681.214.291.93.691.214.291.953.55101.214.291.883.62111.214.291.823.68121.214.291.853.65131.214.291.783.72141.214.291.83.7151.214.291.83.7161.214.291.853.65171.214.291.843.66181.214.291.873.63191.214.291.873.63201.214.291.873.63211.214.291.883.

34、62221.214.291.823.68231.214.291.843.66241.214.291.893.61251.214.291.923.58261.214.291.843.66271.214.291.863.64281.214.291.93.6291.214.291.823.68平均高程3.65 各遍強(qiáng)夯后沉降夯前高程一遍一次后一遍二次后二遍及滿夯后總沉降量4.36m4.15m3.94m3.65m各工序沉降量0.21m0.21m0.29m0.71m2.2、夯坑沉降觀察一遍一次點(diǎn)夯擊數(shù)012345678總沉降量讀數(shù)65125157183196131沉降量060322613讀數(shù)671231

35、53176187120沉降量056302311讀數(shù)64114145167177113沉降量050312210一遍二次點(diǎn)夯擊數(shù)012345678總沉降量讀數(shù)7010512713714878沉降量035221011讀數(shù)7711013514615780沉降量033251111讀數(shù)7311213214016774沉降量0382087二遍點(diǎn)夯擊數(shù)012345678總沉降量讀數(shù)6497124140152160169178187123沉降量0332716128999讀數(shù)6099127143155164172178187127沉降量0392816129869讀數(shù)671041311471601711781841

36、90133沉降量037271613117662.3、靜力觸探為了對(duì)比分析下臥土層的加固效果，試驗(yàn)區(qū)設(shè)靜力觸探四組，每組靜力觸探深度為10m，分別在強(qiáng)夯前后和每遍強(qiáng)夯后進(jìn)行測(cè)試，以動(dòng)態(tài)了解每遍夯擊的加固效果，測(cè)試結(jié)果見下圖所示。2.4、水位觀測(cè)為了動(dòng)態(tài)了解試驗(yàn)區(qū)在夯前和強(qiáng)夯中的地下水位變化，強(qiáng)夯前在該區(qū)設(shè)置水位管二根，水位測(cè)試從5月4日始至5月21日結(jié)束，地下水位變化如下表所示。觀測(cè)日期1#孔內(nèi)水深m2#孔內(nèi)水深m5.4上午1.071.125.4下午1.251.35.5上午1.271.475.5下午1.661.775.621.95.72.522.375.82.62.475.9上午2.632.74

37、5.9下午2.142.325.95.11雨雨5.122.622.585.132.522.75.142.72.865.152.833.025.162.953.085.172.362.435.182.582.645.192.742.825.202.862.955.212.933.032.5、孔隙水壓力區(qū)域：1區(qū)點(diǎn) 編 號(hào)123工況深度(m)3.55.57.5觀測(cè)日期標(biāo)定系數(shù)k(kpa/hz2)-0.0000156-0.0000126-0.0000152壓力頻率f0(hz)1529163417405.8讀數(shù)(hz)1542.40 1894.60 1820.30 降水孔壓值(kpa)-0.64 -11

38、.59 -4.35 強(qiáng)夯5.9讀數(shù)(hz)1540.40 1640.00 1556.70 孔壓值(kpa)-0.55 -0.25 9.19 讀數(shù)(hz)1518.30 1655.60 1453.10 孔壓值(kpa)0.51 -0.90 13.92 讀數(shù)(hz)1516.80 1699.40 1448.70 孔壓值(kpa)0.58 -2.75 14.12 讀數(shù)(hz)1514.00 1696.80 1447.60 孔壓值(kpa)0.71 -2.64 14.17 讀數(shù)(hz)1512.90 1700.30 1449.50 孔壓值(kpa)0.76 -2.79 14.08 讀數(shù)(hz)1518

39、.70 1689.30 1446.10 孔壓值(kpa)0.49 -2.32 14.23 5.12讀數(shù)(hz)1519.40 1640.80 1781.00 降水孔壓值(kpa)0.46 -0.28 -2.19 5.13讀數(shù)(hz)1525.00 1729.50 1785.00 孔壓值(kpa)0.19 -4.05 -2.41 5.14讀數(shù)(hz)1528.50 1747.60 1767.30 孔壓值(kpa)0.02 -4.84 -1.46 5.15讀數(shù)(hz)1529.90 1707.60 1778.20 孔壓值(kpa)-0.04 -3.10 -2.04 5.16讀數(shù)(hz)1531.2

40、0 1760.30 1779.80 孔壓值(kpa)-0.11 -5.40 -2.13 5.17讀數(shù)(hz)1502.80 1584.60 1500.40 強(qiáng)夯孔壓值(kpa)1.24 2.00 11.80 讀數(shù)(hz)1505.40 1560.60 1490.20 孔壓值(kpa)1.12 2.95 12.26 讀數(shù)(hz)1503.40 1572.30 1468.30 孔壓值(kpa)1.21 2.49 13.25 讀數(shù)(hz)1502.30 1560.40 1440.40 孔壓值(kpa)1.26 2.96 14.48 5.18讀數(shù)(hz)1528.40 1717.90 1764.30

41、降水孔壓值(kpa)0.03 -3.54 -1.29 5.19讀數(shù)(hz)1530.40 1725.40 1779.10 孔壓值(kpa)-0.07 -3.87 -2.09 5.20讀數(shù)(hz)1531.70 1737.50 1789.70 孔壓值(kpa)-0.13 -4.40 -2.67 5.21讀數(shù)(hz)1534.50 1742.30 1788.20 孔壓值(kpa)-0.26 -4.61 -2.58 5.22第二遍點(diǎn)夯拆除點(diǎn)位補(bǔ)夯2.6、回彈模量檢測(cè)試驗(yàn)環(huán)境現(xiàn)場(chǎng)試驗(yàn)實(shí)驗(yàn)設(shè)備k700-2平板載荷測(cè)定儀（lj015），wcs,4m彎沉儀（lj022），斯太爾jn164彎沉測(cè)試車（lj02

42、4）、0-10mm百分表（lj029）、150mm灌砂儀（lj007）、acs-15a電子稱（lj017）、101-4干燥箱（tg008）測(cè)試汽車型號(hào)斯太爾jn164t1(m)4.1t2(m)0.8q(n)98000現(xiàn)場(chǎng)樁號(hào)或部位土基含水率（%）壓實(shí)度（%）土基密度（g/cm³）設(shè)計(jì)要求（mpa）土基回彈模量值（mpa）結(jié)論1區(qū)1#點(diǎn)17.1931.443535.8符合1區(qū)2#點(diǎn)16.892.31.463535.9符合2.7、標(biāo)貫檢測(cè)夯擊前檢測(cè)1# 標(biāo)準(zhǔn)貫入檢測(cè)記錄表工程名稱：南通港天生橫港作業(yè)區(qū)新世界通用碼頭泊位檢測(cè)點(diǎn)號(hào)： 1#檢測(cè)日期 2014.05.08鉆入深度（m）巖土名稱顏

43、色狀態(tài)分層深度（m）試驗(yàn)深度標(biāo)貫擊數(shù)備注01.0填砂雜松散1.151.4551.452.0填砂雜松散2.152.4532.453.0填砂灰黃松散3.153.4543.454.0填砂灰黃松散4.154.4554.455.0粉質(zhì)粘土灰色軟4.85.155.4535.456.0粉質(zhì)粘土灰色軟6.156.4526.457.0粉質(zhì)粘土灰色軟7.157.4537.458.0粉質(zhì)粘土灰色軟8.158.4528.459.0粉質(zhì)粘土灰色軟9.159.4529.4510.0粉質(zhì)粘土灰色軟10.1510.45210.4511.0粉質(zhì)粘土灰色軟11.1511.45311.4512.0粉質(zhì)粘土灰色軟12.1512.4522# 標(biāo)準(zhǔn)貫入檢測(cè)記錄表工程名稱：南通港天生橫港作業(yè)區(qū)新世界通用碼頭泊位檢測(cè)點(diǎn)號(hào)： 2#檢測(cè)日期 2014.05.08鉆入深度（m）巖土名稱顏色狀態(tài)分層深度（m）試驗(yàn)深度標(biāo)貫擊數(shù)備注01.0填砂雜松散1.151.4551.452.0填砂雜松散2.152.4532.453.0填砂灰