土腐蚀性分析报告.docx

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1、工程名称:城一期详勘报告日期:2015年6月22日试样编号采样深度(m)含水率(%)PH值阴离子含量(mgkg)阳离子含量(mgkg)易溶盐总量CO?2HCO3SOFClCa2+Mg2+Na+K+(mgkg)(%)T02-11.003.518.4862253298147833720210930.11T02-22.003.148.471241894461831036222513420.13T02-33.003.088.4562314396183836224913490.13T02-44.001.208.4512118524314461361989970.10T02-55.0010.178.506

2、6336264352664036715040.15T02-66.0013.868.501372784927271146861524470.24T02-77.0010.098.536633647612881106697533290.33T02-88.0014.738.4669350165814462867321480.21T02-99.0014.448.446927960412581388293433710.34T02-1010.0017.088.47140286281872704271424160.24TlO-I1.005.448.4063257304150853820611120.11T10

3、-22.002.608.4862250394145826220112090.12T10-33.002.848.3962314247146623722511040.11T10-44.006.518.506419525611364381598950.09T10-55.005.468.4663257354187855123012390.12T10-66.0027.038.517623324413576301909960.10T10-77.0021.738.4373297292129734421011230.11T10-88.0022.708.4774225471131987418312680.13T

4、10-99.004.348.4363191200Ill42381568100.08TlO-IO10.0020.968.5373295464172977323614230.14KT13-11.0015.398.4569352443164926925214480.14KTl3-22.0015.998.39702126121641398420014960.15KTl3-33.0012.478.5367275432199906724613860.14KTl3-44.009.768.52132268316156884024012400.12KTl3-55.007.138.5264327102876236

5、12918520470.20KTl3-66.0018.248.4771361454168957125814860.15KT13-77.0023.488.48743014151751247421313820.14KTl3-88.0023.328.49743015332191247426916020.16KTl3-99.0030.398.46783185013701057837518330.18KT13-1010.0017.268.5070358225208702828312490.12KT13-1111.007.658.4665328258114653921010930.11KT13-1212.

6、0020.638.4772368290385734340216420.16KT13-1313.0029.998.42783973743231044737417060.17KT13-1414.0022.658.5174374353565984452220480.20KT13-1515.0021.728.5273371292475734446218010.18KT13-1616.0018.778.4871362285547714350518930.19KT13-1717.0019.208.4472364286423724342516920.17KT13-1818.0014.968.47693514

7、41326926935717140.17以上试验结果按土工试验方法标准(GB/T501231999)进行试验,该试验报告仅对来样负责。工程名称:试样编号采样深度(m)含水率(%)PH值阴离子含量(mgkg)阳离子含量(mgkg)易溶盐总量CO?2HCO3SOFClCa2+Mg2+Na+K+(mgkg)(%)T22-12.OO4.788.5263320302186843825312460.12T22-23.006.268.5564324306188853825712750.13T22-34.004.028.4162317300184833725112430.12T22-45.002.828.38

8、123188296219624924811900.12T22-56.005.698.3363322660104914810180231490.31T22-67.0010.608.4566270637192113393136144960.45T22-78.009.898.36662686862065154105144147860.48T22-89.0010.428.4466202424744896657121790.22T22-910.0014.478.496927943916229269117137480.37T56-11.0014.818.4969350276163694125112270.

9、12T56-22.0014.718.4669350440163926925114470.14T56-33.003.808.5062253299184833722711490.11T56-44.004.748.4463320352186845025313160.13T56-55.002.538.45123188246145623720010120.10T56-66.003.548.4562316398257836229814850.15T56-77.0021.478.4873222292215734423711620.12T56-88.0026.428.527638624322476303051

10、3430.13T56-99.0017.848.4071288339251944228513810.14T56-1010.003.278.4662252297183833722611480.11T61-11.0015.228.4613828111062533254138178962400.62T61-22.003.678.45622535976621258753623390.23T61-33.006.738.4864326615143812890106837350.37T61-44.0012.088.391342749152503202134175359280.59T61-55.0011.438

11、.42673408562331201107165355610.56T61-66.007.068.4764327565144212977107136840.37T61-77.009.188.5266333524143213166106736210.36T61-88.006.138.4364324357790855164723250.23T61-99.0011.208.45673393201064894083127610.28T61-1010.0018.377.98043328426027143183852840.53T90-11.008.358.4765264884615195130498266

12、70.27T90-22.0029.368.397839574532115610937221860.22T90-33.0038.048.45833376632941668333319640.20T90-44.0032.188.367940310152999238127211369840.70T90-56.001.628.45612484881441226119913350.13T90-67.0013.538.5268277545181113768129342090.42T90-78.008.428.4865331260923653973624250.24T90-89.009.748.47132134316584884046717730.18T90-910.0014.158.47683482741093694185327490.27以上试验结果按土工试验方法标准(GB/T501231999)进行试验,该试验报告仅对来样负责。

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