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缘梦

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发表于 2008-05-07 15:12 |显示全部

附表1
试验项目与试验代码对应表

序号Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	试验项目Ý`WeYQÄ±bbs.3c3t.comID3Ðé83 Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	试验代码Ý`WeYQÄ±bbs.3c3t.comID3Ðé83 Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	序号Ý`WeYQÄ±bbs.3c3t.comID3Ðé83 Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	试验项目Ý`WeYQÄ±bbs.3c3t.comID3Ðé83 Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	试验代码Ý`WeYQÄ±bbs.3c3t.comID3Ðé83 Ý`WeYQÄ±bbs.3c3t.comID3Ðé83
1Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	击实试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TJSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	2Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	液塑限试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TYXÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
3Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	CBR试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	CBRÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	4Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	颗粒分析试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TKFÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
5Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土颗粒比重试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TBZÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	6Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	最大干密度试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TMDÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
7Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土工易溶盐试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TYRÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	8Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土有机质试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TYJÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
9Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土工合成材料试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	THCÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	10Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	粗集料（砂砾）试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	CJLÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
11Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	细集料试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	XJLÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	12Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	矿粉试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	KFÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
13Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土抗压强度试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TKYÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	14Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土抗折强度试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TKZÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
15Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	砂浆抗压强度试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	SKYÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	16Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土抗渗试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TKSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
17Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土外加剂Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WJJÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	18Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	水泥试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	SNÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
19Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LQÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	20Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青含量与矿料级配Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LHLÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
21Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	马歇尔试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LMXÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	22Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青混合料芯样试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LXYÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
23Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青混和料车辙试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LCZÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	24Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青混和料弯曲试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LWQÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
25Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	金属原材试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JYCÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	26Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	金属焊接Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JHJÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
27Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	灰剂量试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WHJÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	28Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	无侧限抗压强度Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WCXÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
29Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	标准曲线试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WBZÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	30Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	石灰试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WSHÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
31Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	沥青配合比设计Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	LPBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	32Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土配合比设计Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	TPBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
33Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	砂浆配合比设计Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	SPBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	34Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	无机结合料配合比设计Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	WPBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
35Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	水质分析试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	SFXÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	36Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	岩石试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	YSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
37Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	压实度试验(灌砂)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCYSGÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	38Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	压实度试验(环刀)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCYSHÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
39Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	压实度试验(核子密度)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCYSMÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	40Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	平整度试验(三米直尺)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCPZSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
41Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	平整度试验(连续)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCPZLÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	42Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	弯沉（贝克曼梁）Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCWCBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
43Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	水泥砼强度（回弹仪）Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCHTYÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	44Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路面构造深度试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLSDÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
45Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路面抗滑试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLKHÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	46Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路面渗水试验Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLSSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
47Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	动力触探Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCDCTÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	48Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	锚杆Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	MGÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
49Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	锚杆拉拔Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCMGÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	50Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	现场CBRÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	JCCBRÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
51Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	现场CBR(落球仪)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLQYÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	52Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土基回弹模量(承载板)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCMLCÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
53Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	土基回弹模量(贝克曼梁)Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCMLBÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	53Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	标准砂标定Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCBZSÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
56Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	混凝土坍落度测试Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCTLDÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	54Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路基路面宽度测试Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLKDÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
55Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路基路面高程测试Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLGCÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	56Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	路基路面厚度测试Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCLHDÝ`WeYQÄ±bbs.3c3t.comID3Ðé83
57Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	泥浆性能测试Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	JCNJÝ`WeYQÄ±bbs.3c3t.comID3Ðé83	Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	Ý`WeYQÄ±bbs.3c3t.comID3Ðé83	Ý`WeYQÄ±bbs.3c3t.comID3Ðé83

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