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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,±{;mM×ïbbs.3c3t.com1&>'Y5c	试验项目,±{;mM×ïbbs.3c3t.com1&>'Y5c ,±{;mM×ïbbs.3c3t.com1&>'Y5c	试验代码,±{;mM×ïbbs.3c3t.com1&>'Y5c ,±{;mM×ïbbs.3c3t.com1&>'Y5c	序号,±{;mM×ïbbs.3c3t.com1&>'Y5c ,±{;mM×ïbbs.3c3t.com1&>'Y5c	试验项目,±{;mM×ïbbs.3c3t.com1&>'Y5c ,±{;mM×ïbbs.3c3t.com1&>'Y5c	试验代码,±{;mM×ïbbs.3c3t.com1&>'Y5c ,±{;mM×ïbbs.3c3t.com1&>'Y5c
1,±{;mM×ïbbs.3c3t.com1&>'Y5c	击实试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TJS,±{;mM×ïbbs.3c3t.com1&>'Y5c	2,±{;mM×ïbbs.3c3t.com1&>'Y5c	液塑限试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TYX,±{;mM×ïbbs.3c3t.com1&>'Y5c
3,±{;mM×ïbbs.3c3t.com1&>'Y5c	CBR试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	CBR,±{;mM×ïbbs.3c3t.com1&>'Y5c	4,±{;mM×ïbbs.3c3t.com1&>'Y5c	颗粒分析试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TKF,±{;mM×ïbbs.3c3t.com1&>'Y5c
5,±{;mM×ïbbs.3c3t.com1&>'Y5c	土颗粒比重试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TBZ,±{;mM×ïbbs.3c3t.com1&>'Y5c	6,±{;mM×ïbbs.3c3t.com1&>'Y5c	最大干密度试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TMD,±{;mM×ïbbs.3c3t.com1&>'Y5c
7,±{;mM×ïbbs.3c3t.com1&>'Y5c	土工易溶盐试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TYR,±{;mM×ïbbs.3c3t.com1&>'Y5c	8,±{;mM×ïbbs.3c3t.com1&>'Y5c	土有机质试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TYJ,±{;mM×ïbbs.3c3t.com1&>'Y5c
9,±{;mM×ïbbs.3c3t.com1&>'Y5c	土工合成材料试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	THC,±{;mM×ïbbs.3c3t.com1&>'Y5c	10,±{;mM×ïbbs.3c3t.com1&>'Y5c	粗集料（砂砾）试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	CJL,±{;mM×ïbbs.3c3t.com1&>'Y5c
11,±{;mM×ïbbs.3c3t.com1&>'Y5c	细集料试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	XJL,±{;mM×ïbbs.3c3t.com1&>'Y5c	12,±{;mM×ïbbs.3c3t.com1&>'Y5c	矿粉试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	KF,±{;mM×ïbbs.3c3t.com1&>'Y5c
13,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土抗压强度试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TKY,±{;mM×ïbbs.3c3t.com1&>'Y5c	14,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土抗折强度试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TKZ,±{;mM×ïbbs.3c3t.com1&>'Y5c
15,±{;mM×ïbbs.3c3t.com1&>'Y5c	砂浆抗压强度试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	SKY,±{;mM×ïbbs.3c3t.com1&>'Y5c	16,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土抗渗试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	TKS,±{;mM×ïbbs.3c3t.com1&>'Y5c
17,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土外加剂,±{;mM×ïbbs.3c3t.com1&>'Y5c	WJJ,±{;mM×ïbbs.3c3t.com1&>'Y5c	18,±{;mM×ïbbs.3c3t.com1&>'Y5c	水泥试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	SN,±{;mM×ïbbs.3c3t.com1&>'Y5c
19,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	LQ,±{;mM×ïbbs.3c3t.com1&>'Y5c	20,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青含量与矿料级配,±{;mM×ïbbs.3c3t.com1&>'Y5c	LHL,±{;mM×ïbbs.3c3t.com1&>'Y5c
21,±{;mM×ïbbs.3c3t.com1&>'Y5c	马歇尔试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	LMX,±{;mM×ïbbs.3c3t.com1&>'Y5c	22,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青混合料芯样试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	LXY,±{;mM×ïbbs.3c3t.com1&>'Y5c
23,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青混和料车辙试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	LCZ,±{;mM×ïbbs.3c3t.com1&>'Y5c	24,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青混和料弯曲试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	LWQ,±{;mM×ïbbs.3c3t.com1&>'Y5c
25,±{;mM×ïbbs.3c3t.com1&>'Y5c	金属原材试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	JYC,±{;mM×ïbbs.3c3t.com1&>'Y5c	26,±{;mM×ïbbs.3c3t.com1&>'Y5c	金属焊接,±{;mM×ïbbs.3c3t.com1&>'Y5c	JHJ,±{;mM×ïbbs.3c3t.com1&>'Y5c
27,±{;mM×ïbbs.3c3t.com1&>'Y5c	灰剂量试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	WHJ,±{;mM×ïbbs.3c3t.com1&>'Y5c	28,±{;mM×ïbbs.3c3t.com1&>'Y5c	无侧限抗压强度,±{;mM×ïbbs.3c3t.com1&>'Y5c	WCX,±{;mM×ïbbs.3c3t.com1&>'Y5c
29,±{;mM×ïbbs.3c3t.com1&>'Y5c	标准曲线试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	WBZ,±{;mM×ïbbs.3c3t.com1&>'Y5c	30,±{;mM×ïbbs.3c3t.com1&>'Y5c	石灰试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	WSH,±{;mM×ïbbs.3c3t.com1&>'Y5c
31,±{;mM×ïbbs.3c3t.com1&>'Y5c	沥青配合比设计,±{;mM×ïbbs.3c3t.com1&>'Y5c	LPB,±{;mM×ïbbs.3c3t.com1&>'Y5c	32,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土配合比设计,±{;mM×ïbbs.3c3t.com1&>'Y5c	TPB,±{;mM×ïbbs.3c3t.com1&>'Y5c
33,±{;mM×ïbbs.3c3t.com1&>'Y5c	砂浆配合比设计,±{;mM×ïbbs.3c3t.com1&>'Y5c	SPB,±{;mM×ïbbs.3c3t.com1&>'Y5c	34,±{;mM×ïbbs.3c3t.com1&>'Y5c	无机结合料配合比设计,±{;mM×ïbbs.3c3t.com1&>'Y5c	WPB,±{;mM×ïbbs.3c3t.com1&>'Y5c
35,±{;mM×ïbbs.3c3t.com1&>'Y5c	水质分析试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	SFX,±{;mM×ïbbs.3c3t.com1&>'Y5c	36,±{;mM×ïbbs.3c3t.com1&>'Y5c	岩石试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	YS,±{;mM×ïbbs.3c3t.com1&>'Y5c
37,±{;mM×ïbbs.3c3t.com1&>'Y5c	压实度试验(灌砂),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCYSG,±{;mM×ïbbs.3c3t.com1&>'Y5c	38,±{;mM×ïbbs.3c3t.com1&>'Y5c	压实度试验(环刀),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCYSH,±{;mM×ïbbs.3c3t.com1&>'Y5c
39,±{;mM×ïbbs.3c3t.com1&>'Y5c	压实度试验(核子密度),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCYSM,±{;mM×ïbbs.3c3t.com1&>'Y5c	40,±{;mM×ïbbs.3c3t.com1&>'Y5c	平整度试验(三米直尺),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCPZS,±{;mM×ïbbs.3c3t.com1&>'Y5c
41,±{;mM×ïbbs.3c3t.com1&>'Y5c	平整度试验(连续),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCPZL,±{;mM×ïbbs.3c3t.com1&>'Y5c	42,±{;mM×ïbbs.3c3t.com1&>'Y5c	弯沉（贝克曼梁）,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCWCB,±{;mM×ïbbs.3c3t.com1&>'Y5c
43,±{;mM×ïbbs.3c3t.com1&>'Y5c	水泥砼强度（回弹仪）,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCHTY,±{;mM×ïbbs.3c3t.com1&>'Y5c	44,±{;mM×ïbbs.3c3t.com1&>'Y5c	路面构造深度试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLSD,±{;mM×ïbbs.3c3t.com1&>'Y5c
45,±{;mM×ïbbs.3c3t.com1&>'Y5c	路面抗滑试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLKH,±{;mM×ïbbs.3c3t.com1&>'Y5c	46,±{;mM×ïbbs.3c3t.com1&>'Y5c	路面渗水试验,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLSS,±{;mM×ïbbs.3c3t.com1&>'Y5c
47,±{;mM×ïbbs.3c3t.com1&>'Y5c	动力触探,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCDCT,±{;mM×ïbbs.3c3t.com1&>'Y5c	48,±{;mM×ïbbs.3c3t.com1&>'Y5c	锚杆,±{;mM×ïbbs.3c3t.com1&>'Y5c	MG,±{;mM×ïbbs.3c3t.com1&>'Y5c
49,±{;mM×ïbbs.3c3t.com1&>'Y5c	锚杆拉拔,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCMG,±{;mM×ïbbs.3c3t.com1&>'Y5c	50,±{;mM×ïbbs.3c3t.com1&>'Y5c	现场CBR,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCCBR,±{;mM×ïbbs.3c3t.com1&>'Y5c
51,±{;mM×ïbbs.3c3t.com1&>'Y5c	现场CBR(落球仪),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLQY,±{;mM×ïbbs.3c3t.com1&>'Y5c	52,±{;mM×ïbbs.3c3t.com1&>'Y5c	土基回弹模量(承载板),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCMLC,±{;mM×ïbbs.3c3t.com1&>'Y5c
53,±{;mM×ïbbs.3c3t.com1&>'Y5c	土基回弹模量(贝克曼梁),±{;mM×ïbbs.3c3t.com1&>'Y5c	JCMLB,±{;mM×ïbbs.3c3t.com1&>'Y5c	53,±{;mM×ïbbs.3c3t.com1&>'Y5c	标准砂标定,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCBZS,±{;mM×ïbbs.3c3t.com1&>'Y5c
56,±{;mM×ïbbs.3c3t.com1&>'Y5c	混凝土坍落度测试,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCTLD,±{;mM×ïbbs.3c3t.com1&>'Y5c	54,±{;mM×ïbbs.3c3t.com1&>'Y5c	路基路面宽度测试,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLKD,±{;mM×ïbbs.3c3t.com1&>'Y5c
55,±{;mM×ïbbs.3c3t.com1&>'Y5c	路基路面高程测试,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLGC,±{;mM×ïbbs.3c3t.com1&>'Y5c	56,±{;mM×ïbbs.3c3t.com1&>'Y5c	路基路面厚度测试,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCLHD,±{;mM×ïbbs.3c3t.com1&>'Y5c
57,±{;mM×ïbbs.3c3t.com1&>'Y5c	泥浆性能测试,±{;mM×ïbbs.3c3t.com1&>'Y5c	JCNJ,±{;mM×ïbbs.3c3t.com1&>'Y5c	,±{;mM×ïbbs.3c3t.com1&>'Y5c	,±{;mM×ïbbs.3c3t.com1&>'Y5c	,±{;mM×ïbbs.3c3t.com1&>'Y5c

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