🇵🇱 UNIWERSYTET MORSKI W GDYNI PL
环境水与废水材料与高分子建筑
UNIWERSYTET MORSKI W GDYNI 是由 PCA 认可的实验室，认可编号 AB 1770（Gdynia，波兰）。认可范围涵盖 34 项检测方法，涉及以下领域：环境、水与废水、材料与高分子、建筑。检测对象包括：土体、Soil, marine sediments, construction materials、Soil, marine sediments。最常用的技术：Cone penetrometer method、Consolidated triaxial compression test method on fully water-satura…、Constant rate of strain test method CRS。
要点速览
- 认可编号: PCA AB 1770
- 认可范围内方法数: 34
- 检测对象种类: 3
- 所用技术数: 15
- 城市: Gdynia, 波兰
- 认可编号
- AB 1770
- 认可机构
- PCA
- 地址
- INSTYTUT MORSKI, ul. Morska 81-87, 81-225 Gdynia, LABORATORIUM GEOTECHNICZNE, ZAKŁADU GEOTECHNIKI MORSKIEJ, ul. Roberta de Plelo 20
- 城市
- Gdynia, 波兰
该实验室检测什么 (3)
- 土体 — 24 项方法
- Soil, marine sediments, construction materials — 6 项方法
- Soil, marine sediments — 4 项方法
所用检测技术 (15)
- Cone penetrometer method — 2 项方法
- Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) — 2 项方法
- Constant rate of strain test method CRS — 2 项方法
- Gas pycnometer method — 2 项方法
- Hydrometer method — 2 项方法
- Liquid pycnometer method — 2 项方法
- Method: monotonic application of horizontal load — 2 项方法
- Oedometer test method with incremental loading — 2 项方法
- Oven-drying method — 2 项方法
- Sieve method — 2 项方法
- Test method in a direct shear box apparatus — 2 项方法
- Test method in a ring shear apparatus — 2 项方法
- Unconsolidated undrained triaxial compression test method (UU) — 2 项方法
- Visual and macroscopic assessment method — 2 项方法
- 容量-重量法 — 2 项方法
认可范围 — 项检测方法 (34)
| 序号 | 检测对象 | 方法 / 参数 | 技术 | 依据文件 | |
|---|---|---|---|---|---|
| 检测方法 | |||||
| 1 | 土体 | Soil description Soil description |
Visual and macroscopic assessment method | PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 | |
| 2 | Soil, marine sediments, construction materials | Natural moisture content Water content |
Oven-drying method | PN-EN ISO 17892-1:2015-02 | |
| 3 | 土体 | Plastic limit, Plastic limit | PN-EN ISO 17892-12:2018-08 p. 6.4 | ||
| 4 | 土体 | Liquid limit Liquid limit |
Cone penetrometer method | PN-EN ISO 17892-12:2018-08 p. 6.2 | |
| 5 | 土体 | Bulk density | PN-EN ISO 17892-2:2015-02 p. 5.1 | ||
| 6 | 土体 | Minimum and maximum dry density of the soil skeleton | 容量-重量法 | PN-B-04481:1988 p. 5.2.7 | |
| 7 | 土体 | Specific density Particle density |
Liquid pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.1 | |
| 8 | 土体 | Specific density Particle density |
Gas pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 | |
| 9 | Soil, marine sediments | Particle size distribution 范围 (0 – 63,0) mm Particle size distribution 范围 (0 – 63,0) mm |
Sieve method | PN-EN ISO 17892-4:2017-01 p. 5.2 | |
| 10 | Soil, marine sediments | Particle size distribution 范围 (0,000 – 0,063) mm Particle size distribution 范围 (0,000 – 0,063) mm |
Hydrometer method | PN-EN ISO 17892-4:2017-01 p. 5.3 | |
| 11 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil 范围 (0 – 25) MPa |
Oedometer test method with incremental loading | PN-EN ISO 17892-5:2017-06 | |
| 12 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil 范围 (0 – 25) MPa |
Constant rate of strain test method CRS | ASTM D 4186/D 4186M-20 | |
| 13 | 土体 | Shear strength | Unconsolidated undrained triaxial compression test method (UU) | PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 | |
| 14 | 土体 | Shear strength | Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) | PN-EN ISO 17892-9:2018-05 | |
| 15 | 土体 | Shear strength 范围 (0 - 10) kN |
Test method in a direct shear box apparatus | PN-EN ISO 17892-10:2019-01 | |
| 16 | 土体 | Shear strength 范围 (0 - 1) kN |
Test method in a ring shear apparatus | PN-EN ISO 17892-10:2019-01 | |
| 17 | 土体 | Test in a simple shear apparatus 范围 (0 – 5092) kPa |
Method: monotonic application of horizontal load | ASTM D 6528-24 Scope of accreditation No. AB 1770 | |
| 18 | 土体 | Soil description Soil description |
Visual and macroscopic assessment method | PN-EN ISO 14688-1:2018-05 | PN-EN ISO 14688-2:2018-05 | |
| 19 | Soil, marine sediments, construction materials | Natural moisture content Water content |
Oven-drying method | PN-EN ISO 17892-1:2015-02 | |
| 20 | 土体 | Plastic limit, Plastic limit | PN-EN ISO 17892-12:2018-08 p. 6.4 | ||
| 21 | 土体 | Liquid limit Liquid limit |
Cone penetrometer method | PN-EN ISO 17892-12:2018-08 p. 6.2 | |
| 22 | 土体 | Bulk density | PN-EN ISO 17892-2:2015-02 p. 5.1 | ||
| 23 | 土体 | Minimum and maximum dry density of the soil skeleton | 容量-重量法 | PN-B-04481:1988 p. 5.2.7 | |
| 24 | 土体 | Specific density Particle density |
Liquid pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.1 | |
| 25 | 土体 | Specific density Particle density |
Gas pycnometer method | PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770 | |
| 26 | Soil, marine sediments | Particle size distribution 范围 (0 – 63,0) mm Particle size distribution 范围 (0 – 63,0) mm |
Sieve method | PN-EN ISO 17892-4:2017-01 p. 5.2 | |
| 27 | Soil, marine sediments | Particle size distribution 范围 (0,000 – 0,063) mm Particle size distribution 范围 (0,000 – 0,063) mm |
Hydrometer method | PN-EN ISO 17892-4:2017-01 p. 5.3 | |
| 28 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil 范围 (0 – 25) MPa |
Oedometer test method with incremental loading | PN-EN ISO 17892-5:2017-06 | |
| 29 | Soil, marine sediments, construction materials | Compressibility and consolidation characteristics of soil 范围 (0 – 25) MPa |
Constant rate of strain test method CRS | ASTM D 4186/D 4186M-20 | |
| 30 | 土体 | Shear strength | Unconsolidated undrained triaxial compression test method (UU) | PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770 | |
| 31 | 土体 | Shear strength | Consolidated triaxial compression test method on fully water-saturated specimens (CU and CD) | PN-EN ISO 17892-9:2018-05 | |
| 32 | 土体 | Shear strength 范围 (0 - 10) kN |
Test method in a direct shear box apparatus | PN-EN ISO 17892-10:2019-01 | |
| 33 | 土体 | Shear strength 范围 (0 - 1) kN |
Test method in a ring shear apparatus | PN-EN ISO 17892-10:2019-01 | |
| 34 | 土体 | Test in a simple shear apparatus 范围 (0 – 5092) kPa |
Method: monotonic application of horizontal load | ASTM D 6528-24 | |
引用标准 (18)
ASTM D 4186/D 4186M-20
ASTM D 6528-24
ASTM D 6528-24 Scope of accreditation No. AB 1770
PN-B-04481:1988 p. 5.2.7
PN-EN ISO 14688-1:2018-05
PN-EN ISO 14688-2:2018-05
PN-EN ISO 17892-10:2019-01
PN-EN ISO 17892-12:2018-08 p. 6.2
PN-EN ISO 17892-12:2018-08 p. 6.4
PN-EN ISO 17892-1:2015-02
PN-EN ISO 17892-2:2015-02 p. 5.1
PN-EN ISO 17892-3:2016-03 p. 5.1
PN-EN ISO 17892-3:2016-03 p. 5.2 Scope of accreditation No. AB 1770
PN-EN ISO 17892-4:2017-01 p. 5.2
PN-EN ISO 17892-4:2017-01 p. 5.3
PN-EN ISO 17892-5:2017-06
PN-EN ISO 17892-8:2018-05 Scope of accreditation No. AB 1770
PN-EN ISO 17892-9:2018-05