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Soil

土壤

 

Moisture content by oven

drying at 45 oC ± 5 oC

烘箱水分含量(干燥温度45 oC ± 5 oC)

GEOSPEC 3:2001 Test 5.1

 

Moisture content by oven

drying at 105 oC ± 5 oC

烘箱水分含量(干燥温度105 oC ± 5 oC)

GEOSPEC 3:2001 Test 5.2

 

Comparative test for the determination of

moisture content by oven drying

烘箱乾燥法測定水分的比較試驗

GEOSPEC 3:2001 Test 5.3

 

 

Dry density/moisture content relationship

of soils containing particles which are not

susceptible to crushing幹密度/濕度土壤含不易

的顆粒含量的關係

(using 1000 cc mould and 2.5 kg rammer)

 

(採用1000cc模具和2.5kg撞錘)

GEOSPEC 3:2001 Test 10.1

 

Dry density/moisture content relationship

of soils containing particles which are

susceptible to crushing幹密度/濕度土壤含易破

碎的顆粒含量的關係

(using 1000 cc mould and 2.5 kg rammer)

(採用1000cc模具和2.5kg撞錘)

GEOSPEC 3:2001 Test 10.2

 

Dry density/moisture content relationshipof soils containing particles which are not

susceptible to crushing幹密度/濕度土壤含不易破碎的顆粒含量的關係

(using CBR mould and 2.5 kg rammer)

(採用加州承载比模具和2.5kg撞錘)

 GEOSPEC 3:2001 Test 10.3

 

Dry density/moisture content relationship

of soils containing particles which are

susceptible to crushing幹密度/濕度土壤含易破碎的顆粒含量的關

(using CBR mould and 2.5 kg rammer)

(採用加州承载比模具和2.5kg撞錘)

GEOSPEC 3:2001 Test 10.4

 

Dry density/moisture content relationship

of soils containing particles which are not

susceptible to crushing幹密度/濕度土壤含不易破碎的顆粒含量的關係

(using 1000 cc mould and 4.5 kg rammer)

(採用1000cc模具和4.5kg撞錘)

GEOSPEC 3:2001 Test 10.5

 

Dry density/moisture content relationship

of soils containing particles which are

susceptible to crushing幹密度/濕度土壤含易破碎的顆粒含量的關係

(using 1000 cc mould and 4.5 kg rammer)

(採用1000cc模具和4.5kg撞錘)

GEOSPEC 3:2001 Test 10.6

 

Dry density/moisture content relationship

of soils containing particles which are not

susceptible to crushing幹密度/濕度土壤含不易破碎的顆粒含量的關係

(using CBR mould and 4.5 kg rammer)

(採用加州承载比模具和4.5kg撞錘)

GEOSPEC 3:2001 Test 10.7

 

 Dry density/moisture content relationship

 of soils containing particles which are

susceptible to crushing幹密度/濕度土壤含易破碎的顆粒含量的關係

 (using CBR mould and 4.5 kg rammer)

(採用加州承载比模具和4.5kg撞錘)

 GEOSPEC 3:2001 Test 10.8

 

 In-situ bulk density and in-situ dry density

of soil by the sand replacement method

 suitable for fine and medium grained soils

 (with small pouring cylinder)

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幹密度 (使用小注射筒)

GEOSPEC 3:2001 Test 11.1

 

 

In-situ bulk density and in-situ dry density

of soil by the sand replacement method

suitable for fine, medium and

 coarse grained soils

  (with large pouring cylinder)

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幹密度 (使用大注射筒)

 GEOSPEC 3:2001 Test 11.2

 

Relative compaction of fill material

填充材料的相對抗壓

 GEOSPEC 3:2001 Test 11.4

 

 

Liquid limit, plastic limit, and plasticity index

液限,塑性極限,塑性指數

 GEOSPEC 3 : 2001 Test 6.1

 

 

Liquidity index

流性指數

GEOSPEC 3 : 2001 Test 6.2

 

 

Particle size distribution by wet sieving

(with dispersant)

濕法篩分細微性分佈(含分散劑)

 EOSPEC 3 : 2001 Test 8.1

 

 

Particle size distribution by wet sieving

(without dispersant)

濕法篩分細微性分佈(不含分散劑)

GEOSPEC 3 : 2001 Test 8.2

 

 

Particle size distribution by hydrometer

 (with dispersant)

通過濕度計的顆粒尺寸分佈(含分散劑)

GEOSPEC 3 : 2001 Test 8.5

 

 

Particle size distribution by hydrometer

 (without dispersant) 通過濕度計的顆粒尺寸分佈(不含分散劑)

GEOSPEC 3 : 2001 Test 8.6

 

 

Construction of a continuous particle size

distribution curve from the results of wet

sieving and sedimentation tests

連續的粒徑分佈曲線與濕篩沉澱試驗

GEOSPEC 3 : 2001 Test 8.7

 

California Bearing Ratio (CBR)

加州承載比

 GEOSPEC 3: 2001 Test 12.1