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发表于 2008-05-07 15:12 |只看楼主

附表1
试验项目与试验代码对应表

序号Í^ }s¬Xbbs.3c3t.comdu®´U¹än	试验项目Í^ }s¬Xbbs.3c3t.comdu®´U¹än Í^ }s¬Xbbs.3c3t.comdu®´U¹än	试验代码Í^ }s¬Xbbs.3c3t.comdu®´U¹än Í^ }s¬Xbbs.3c3t.comdu®´U¹än	序号Í^ }s¬Xbbs.3c3t.comdu®´U¹än Í^ }s¬Xbbs.3c3t.comdu®´U¹än	试验项目Í^ }s¬Xbbs.3c3t.comdu®´U¹än Í^ }s¬Xbbs.3c3t.comdu®´U¹än	试验代码Í^ }s¬Xbbs.3c3t.comdu®´U¹än Í^ }s¬Xbbs.3c3t.comdu®´U¹än
1Í^ }s¬Xbbs.3c3t.comdu®´U¹än	击实试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TJSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	2Í^ }s¬Xbbs.3c3t.comdu®´U¹än	液塑限试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TYXÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
3Í^ }s¬Xbbs.3c3t.comdu®´U¹än	CBR试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	CBRÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	4Í^ }s¬Xbbs.3c3t.comdu®´U¹än	颗粒分析试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TKFÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
5Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土颗粒比重试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TBZÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	6Í^ }s¬Xbbs.3c3t.comdu®´U¹än	最大干密度试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TMDÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
7Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土工易溶盐试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TYRÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	8Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土有机质试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TYJÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
9Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土工合成材料试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	THCÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	10Í^ }s¬Xbbs.3c3t.comdu®´U¹än	粗集料（砂砾）试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	CJLÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
11Í^ }s¬Xbbs.3c3t.comdu®´U¹än	细集料试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	XJLÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	12Í^ }s¬Xbbs.3c3t.comdu®´U¹än	矿粉试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	KFÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
13Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土抗压强度试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TKYÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	14Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土抗折强度试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TKZÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
15Í^ }s¬Xbbs.3c3t.comdu®´U¹än	砂浆抗压强度试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	SKYÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	16Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土抗渗试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TKSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
17Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土外加剂Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WJJÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	18Í^ }s¬Xbbs.3c3t.comdu®´U¹än	水泥试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	SNÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
19Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LQÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	20Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青含量与矿料级配Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LHLÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
21Í^ }s¬Xbbs.3c3t.comdu®´U¹än	马歇尔试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LMXÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	22Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青混合料芯样试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LXYÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
23Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青混和料车辙试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LCZÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	24Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青混和料弯曲试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LWQÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
25Í^ }s¬Xbbs.3c3t.comdu®´U¹än	金属原材试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JYCÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	26Í^ }s¬Xbbs.3c3t.comdu®´U¹än	金属焊接Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JHJÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
27Í^ }s¬Xbbs.3c3t.comdu®´U¹än	灰剂量试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WHJÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	28Í^ }s¬Xbbs.3c3t.comdu®´U¹än	无侧限抗压强度Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WCXÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
29Í^ }s¬Xbbs.3c3t.comdu®´U¹än	标准曲线试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WBZÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	30Í^ }s¬Xbbs.3c3t.comdu®´U¹än	石灰试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WSHÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
31Í^ }s¬Xbbs.3c3t.comdu®´U¹än	沥青配合比设计Í^ }s¬Xbbs.3c3t.comdu®´U¹än	LPBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	32Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土配合比设计Í^ }s¬Xbbs.3c3t.comdu®´U¹än	TPBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
33Í^ }s¬Xbbs.3c3t.comdu®´U¹än	砂浆配合比设计Í^ }s¬Xbbs.3c3t.comdu®´U¹än	SPBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	34Í^ }s¬Xbbs.3c3t.comdu®´U¹än	无机结合料配合比设计Í^ }s¬Xbbs.3c3t.comdu®´U¹än	WPBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
35Í^ }s¬Xbbs.3c3t.comdu®´U¹än	水质分析试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	SFXÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	36Í^ }s¬Xbbs.3c3t.comdu®´U¹än	岩石试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	YSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
37Í^ }s¬Xbbs.3c3t.comdu®´U¹än	压实度试验(灌砂)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCYSGÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	38Í^ }s¬Xbbs.3c3t.comdu®´U¹än	压实度试验(环刀)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCYSHÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
39Í^ }s¬Xbbs.3c3t.comdu®´U¹än	压实度试验(核子密度)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCYSMÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	40Í^ }s¬Xbbs.3c3t.comdu®´U¹än	平整度试验(三米直尺)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCPZSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
41Í^ }s¬Xbbs.3c3t.comdu®´U¹än	平整度试验(连续)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCPZLÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	42Í^ }s¬Xbbs.3c3t.comdu®´U¹än	弯沉（贝克曼梁）Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCWCBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
43Í^ }s¬Xbbs.3c3t.comdu®´U¹än	水泥砼强度（回弹仪）Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCHTYÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	44Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路面构造深度试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLSDÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
45Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路面抗滑试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLKHÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	46Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路面渗水试验Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLSSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
47Í^ }s¬Xbbs.3c3t.comdu®´U¹än	动力触探Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCDCTÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	48Í^ }s¬Xbbs.3c3t.comdu®´U¹än	锚杆Í^ }s¬Xbbs.3c3t.comdu®´U¹än	MGÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
49Í^ }s¬Xbbs.3c3t.comdu®´U¹än	锚杆拉拔Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCMGÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	50Í^ }s¬Xbbs.3c3t.comdu®´U¹än	现场CBRÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	JCCBRÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
51Í^ }s¬Xbbs.3c3t.comdu®´U¹än	现场CBR(落球仪)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLQYÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	52Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土基回弹模量(承载板)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCMLCÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
53Í^ }s¬Xbbs.3c3t.comdu®´U¹än	土基回弹模量(贝克曼梁)Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCMLBÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	53Í^ }s¬Xbbs.3c3t.comdu®´U¹än	标准砂标定Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCBZSÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
56Í^ }s¬Xbbs.3c3t.comdu®´U¹än	混凝土坍落度测试Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCTLDÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	54Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路基路面宽度测试Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLKDÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
55Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路基路面高程测试Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLGCÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	56Í^ }s¬Xbbs.3c3t.comdu®´U¹än	路基路面厚度测试Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCLHDÍ^ }s¬Xbbs.3c3t.comdu®´U¹än
57Í^ }s¬Xbbs.3c3t.comdu®´U¹än	泥浆性能测试Í^ }s¬Xbbs.3c3t.comdu®´U¹än	JCNJÍ^ }s¬Xbbs.3c3t.comdu®´U¹än	Í^ }s¬Xbbs.3c3t.comdu®´U¹än	Í^ }s¬Xbbs.3c3t.comdu®´U¹än	Í^ }s¬Xbbs.3c3t.comdu®´U¹än

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