土壤
在乾燥溫度45˚C ± 5˚C的烘箱水分含量 GEOSPEC 3: 2001 Test 5.1 * GEOSPEC 3: 2017 Test 5.1 * 在乾燥溫度105˚C ± 5˚C的烘箱水分含量 GEOSPEC 3: 2001 Test 5.2 * GEOSPEC 3: 2017 Test 5.2 * 烘箱乾燥法測定水分的比較試驗 GEOSPEC 3: 2001 Test 5.3 * GEOSPEC 3: 2017 Test 5.3 * 乾密度/濕度土壤含不易破碎的顆粒含量的關係 (採用1000cc模具和2.5kg撞錘) (using 1000 cc mould and 2.5 kg rammer) GEOSPEC 3: 2001 Test 10.1 * GEOSPEC 3: 2017 Test 10.1 * 乾密度/濕度土壤含易破碎的顆粒含量的關係 (採用1000cc模具和2.5kg撞錘) GEOSPEC 3: 2001 Test 10.2 * GEOSPEC 3: 2017 Test 10.2 * 乾密度/濕度土壤含不易破碎的顆粒含量的關係 (採用加州承載比模具和2.5kg撞錘) GEOSPEC 3: 2001 Test 10.3 * GEOSPEC 3: 2017 Test 10.3 * 乾密度/濕度土壤含易破碎的顆粒含量的關係 (採用加州承載比模具和2.5kg撞錘) GEOSPEC 3: 2001 Test 10.4 * GEOSPEC 3: 2017 Test 10.4 * 乾密度/濕度土壤含不易破碎的顆粒含量的關係 (採用1000cc模具和4.5kg撞錘) GEOSPEC 3: 2001 Test 10.5 * GEOSPEC 3: 2017 Test 10.5 * 乾密度/濕度土壤含易破碎的顆粒含量的關係 (採用1000cc模具和4.5kg撞錘) GEOSPEC 3: 2001 Test 10.6 * GEOSPEC 3: 2017 Test 10.6 * 乾密度/濕度土壤含不易破碎的顆粒含量的關係 (採用加州承載比模具和4.5kg撞錘) GEOSPEC 3: 2001 Test 10.7 * GEOSPEC 3: 2017 Test 10.7 * 乾密度/濕度土壤含易破碎的顆粒含量的關係 (採用加州承載比模具和4.5kg撞錘) GEOSPEC 3: 2001 Test 10.8 * GEOSPEC 3: 2017 Test 10.8 * 原地堆積密度和適用於精細和中粒土沙置換法現場土壤的乾密度 (使用小注射筒) GEOSPEC 3: 2001 Test 11.1 * GEOSPEC 3: 2017 Test 11.1 * 原地堆積密度和適用於精細、中和粗粒土沙置換法現場土壤的乾密度 (使用大注射筒) GEOSPEC 3: 2001 Test 11.2 * GEOSPEC 3: 2017 Test 11.2 * 填充材料的相對抗壓 GEOSPEC 3: 2001 Test 11.4 * GEOSPEC 3: 2017 Test 11.4 * 液限、塑性極限和塑性指數 GEOSPEC 3: 2001 Test 6.1 * GEOSPEC 3: 2017 Test 6.1 * 流性指數 GEOSPEC 3: 2001 Test 6.2 * GEOSPEC 3: 2017 Test 6.2 * 濕法篩分細微性分佈 (含分散劑) GEOSPEC 3: 2001 Test 8.1 * GEOSPEC 3: 2017 Test 8.1 * 濕法篩分細微性分佈 (不含分散劑) GEOSPEC 3: 2001 Test 8.2 * GEOSPEC 3: 2017 Test 8.2 * 通過濕度計的顆粒尺寸分佈 (含分散劑) GEOSPEC 3: 2001 Test 8.5 * GEOSPEC 3: 2017 Test 8.5 * 通過濕度計的顆粒尺寸分佈 (不含分散劑) GEOSPEC 3: 2001 Test 8.6 * GEOSPEC 3: 2017 Test 8.6 * 連續的粒徑分佈曲線與濕篩沉澱試驗 GEOSPEC 3: 2001 Test 8.7 * GEOSPEC 3: 2017 Test 8.7 * * HOKLAS 認證報告 Soil
Moisture content by oven-drying at 45 ˚C ± 5 ˚C GEOSPEC 3: 2001 Test 5.1 * GEOSPEC 3: 2017 Test 5.1 * Moisture content by oven-drying at 105 ˚C ± 5 ˚C GEOSPEC 3: 2001 Test 5.2 * GEOSPEC 3: 2017 Test 5.2 * Comparative test for the determination of moisture content by oven drying GEOSPEC 3: 2001 Test 5.3 * GEOSPEC 3: 2017 Test 5.3 * Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using 1000 cc mould and 2.5 kg rammer) GEOSPEC 3: 2001 Test 10.1 * GEOSPEC 3: 2017 Test 10.1 * Dry density/moisture content relationship of soils containing particles which are susceptible to crushing (using 1000 cc mould and 2.5 kg rammer) GEOSPEC 3: 2001 Test 10.2 * GEOSPEC 3: 2017 Test 10.2 * Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using CBR mould and 2.5 kg rammer) GEOSPEC 3: 2001 Test 10.3 * GEOSPEC 3: 2017 Test 10.3 * Dry density/moisture content relationship of soils containing particles which are susceptible to crushing (using CBR mould and 2.5 kg rammer) GEOSPEC 3: 2001 Test 10.4 * GEOSPEC 3: 2017 Test 10.4 * Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using 1000 cc mould and 4.5 kg rammer) GEOSPEC 3: 2001 Test 10.5 * GEOSPEC 3: 2017 Test 10.5 * Dry density/moisture content relationship of soils containing particles which are susceptible to crushing (using 1000 cc mould and 4.5 kg rammer) GEOSPEC 3: 2001 Test 10.6 * GEOSPEC 3: 2017 Test 10.6 * Dry density/moisture content relationship of soils containing particles which are not susceptible to crushing (using CBR mould and 4.5 kg rammer) GEOSPEC 3: 2001 Test 10.7 * GEOSPEC 3: 2017 Test 10.7 * Dry density/moisture content relationship of soils containing particles which are susceptible to crushing (using CBR mould and 4.5 kg rammer) GEOSPEC 3: 2001 Test 10.8 * GEOSPEC 3: 2017 Test 10.8 * In-situ bulk density and in-situ dry density of soils by the sand replacement method suitable for fine and medium grained soils (with small pouring cylinder) GEOSPEC 3: 2001 Test 11.1 * GEOSPEC 3: 2017 Test 11.1 * In-situ bulk density and in-situ dry density of soils by the sand replacement method suitable for fine, medium and coarse grained soils (with large pouring cylinder) GEOSPEC 3: 2001 Test 11.2 * GEOSPEC 3: 2017 Test 11.2 * Relative compaction of fill material GEOSPEC 3: 2001 Test 11.4 * GEOSPEC 3: 2017 Test 11.4 * Liquid limit, plastic limit, and plasticity index GEOSPEC 3: 2001 Test 6.1 * GEOSPEC 3: 2017 Test 6.1 * Liquidity index GEOSPEC 3: 2001 Test 6.2 * GEOSPEC 3: 2017 Test 6.2 * Particle size distribution by wet sieving (with dispersant) GEOSPEC 3: 2001 Test 8.1 * GEOSPEC 3: 2017 Test 8.1 * Particle size distribution by wet sieving (without dispersant) GEOSPEC 3: 2001 Test 8.2 * GEOSPEC 3: 2017 Test 8.2 * Particle size distribution by hydrometer (with dispersant) GEOSPEC 3: 2001 Test 8.5 * GEOSPEC 3: 2017 Test 8.5 * Particle size distribution by hydrometer (without dispersant) GEOSPEC 3: 2001 Test 8.6 * GEOSPEC 3: 2017 Test 8.6 * Construction of a continuous particle size distribution curve from the results of wet-sieving and sedimentation tests GEOSPEC 3: 2001 Test 8.7 * GEOSPEC 3: 2017 Test 8.7 * * HOKLAS accredited report |
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