土壤
​
​​​在乾燥溫度45˚C ± 5˚C的烘箱水分含量
GEOSPEC 3:2001 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
 
烘箱乾燥法測定水分的比較試驗​
GEOSPEC 3:2001 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
 
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
 
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
 
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
 
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
 
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
 
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
 
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

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
 
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
 
填充材料的相對抗壓
GEOSPEC 3: 2001 Test 11.4
 
液限、塑性極限和塑性指數
GEOSPEC 3: 2001 Test 6.1
 
流性指數​
GEOSPEC 3: 2001 Test 6.2
 
濕法篩分細微性分佈 (含分散劑)
GEOSPEC 3: 2001 Test 8.1
 
濕法篩分細微性分佈 (不含分散劑)
GEOSPEC 3: 2001 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
 
通過濕度計的顆粒尺寸分佈 (不含分散劑)
GEOSPEC 3: 2001 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
 
加州承載比
GEOSPEC 3: 2001 Test 12.1

Soil
​
​​​Moisture content by oven
drying at 45 ˚C ± 5 ˚C
GEOSPEC 3:2001 Test 5.1
 
Moisture content by oven
drying at 105 ˚C ± 5 ˚C
GEOSPEC 3:2001 Test 5.2
 
Comparative test for the determination of
moisture content by oven drying
GEOSPEC 3:2001 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
 
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
 
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
 
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
 
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
 
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
 
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
 
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

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
 
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
 
Relative compaction of fill material
GEOSPEC 3: 2001 Test 11.4
 
Liquid limit, plastic limit, and plasticity index
GEOSPEC 3: 2001 Test 6.1
 
Liquidity index
GEOSPEC 3: 2001 Test 6.2
 
Particle size distribution by wet sieving
(with dispersant)
GEOSPEC 3: 2001 Test 8.1
 
Particle size distribution by wet sieving
(without dispersant)
GEOSPEC 3: 2001 Test 8.2
 
Particle size distribution by hydrometer
(with dispersant)
GEOSPEC 3: 2001 Test 8.5
 
Particle size distribution by hydrometer
(without dispersant)
GEOSPEC 3: 2001 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
 
California Bearing Ratio (CBR)
GEOSPEC 3: 2001 Test 12.1