序号ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 试验项目ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 试验代码ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 序号ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 试验项目ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 试验代码ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
1ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 击实试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TJSù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 2ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 液塑限试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TYXù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
3ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| CBR试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| CBRù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 4ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 颗粒分析试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TKFù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
5ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 土颗粒比重试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TBZù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 6ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 最大干密度试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TMDù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
7ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 土工易溶盐试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TYRù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 8ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 土有机质试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TYJù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
9ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 土工合成材料试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| THCù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 10ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 粗集料（砂砾）试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| CJLù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
11ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 细集料试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| XJLù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 12ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 矿粉试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| KFù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
13ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 混凝土抗压强度试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TKYù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 14ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 混凝土抗折强度试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TKZù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
15ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 砂浆抗压强度试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| SKYù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 16ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 混凝土抗渗试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TKSù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
17ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 混凝土外加剂ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WJJù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 18ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 水泥试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| SNù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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19ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LQù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 20ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青含量与矿料级配ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LHLù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
21ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 马歇尔试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LMXù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 22ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青混合料芯样试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LXYù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
23ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青混和料车辙试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LCZù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 24ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青混和料弯曲试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LWQù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
25ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 金属原材试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JYCù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 26ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 金属焊接ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JHJù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
27ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 灰剂量试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WHJù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 28ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 无侧限抗压强度ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WCXù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
29ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 标准曲线试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WBZù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 30ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 石灰试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WSHù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
31ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 沥青配合比设计ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| LPBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 32ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 混凝土配合比设计ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| TPBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
33ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 砂浆配合比设计ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| SPBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 34ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 无机结合料配合比设计ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| WPBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
35ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 水质分析试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| SFXù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 36ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 岩石试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| YSù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
37ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 压实度试验(灌砂)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCYSGù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 38ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 压实度试验(环刀)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCYSHù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
|
39ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 压实度试验(核子密度)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCYSMù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 40ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 平整度试验(三米直尺)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCPZSù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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41ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 平整度试验(连续)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCPZLù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 42ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 弯沉（贝克曼梁）ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCWCBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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43ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 水泥砼强度（回弹仪）ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCHTYù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 44ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 路面构造深度试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCLSDù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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45ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 路面抗滑试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 46ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 路面渗水试验ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCLSSù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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47ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 动力触探ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 48ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 锚杆ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 锚杆拉拔ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 50ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| 现场CBRù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCCBRù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 土基回弹模量(承载板)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCMLCù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| 土基回弹模量(贝克曼梁)ù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
| JCMLBù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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| JCTLDù¹BÀ¤E½bbs.3c3t.comÌo6\þm:Lq
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