| ▶ 골재 및 관련제품 |
| KS F 2502:2019 |
골재의 체가름 시험방법 |
(0 ~ 100) % |
소재지 |
| KS F 2503:2019 |
굵은 골재의 밀도 및 흡수율 시험방법 |
밀도:(0 ∼ 5) g/㎤, 흡수율: (0 ∼ 50) % |
소재지 |
| KS F 2504:2020 |
잔골재의 밀도 및 흡수율 시험방법 |
밀도:(0 ∼ 5) g/㎤, 흡수율: (0 ∼ 50) % |
소재지 |
| ASTM D 2216-19 |
Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass |
(0 ~ 1 000) % |
소재지 |
| ASTM D 2845-08 |
Standard Test Method for Laboratory Determination of Pulse Velocities and Ultrasonic Elastic Constants of Rock |
(0 ~ 10 000) m/s |
소재지 |
| ASTM D6473/D6473M-24 |
Standard Test Method For Specific Gravity And Absorption of Rock For Erosion Control |
Specific Gravity: (0 ∼ 5), Absorption:(0 ∼ 50) % |
소재지 |
| ASTM D 7012-23 |
Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under Varying States of Stress and Temperatures |
Compressive Strength:(0 ~ 490) Mpa,Young's modulus:(0 ~ 100 000) Mpa,Poisson's ratio:(0 ~ 1) |
소재지 |
| ▶ 토질 및 관련제품 |
| ASTM D3080/D3080M-23 |
Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions |
Strength of cohesive:(1 ~ 200) ㎪
Angle of internal friction:(0 ~ 60)° |
소재지 |
| ASTM D4015-21 |
Standard Test Methods for Modulus and Damping of Soils by Fixed-Base Resonant Column Devices |
Shear Modulus : (0 ~ 500) MPa
Damping ratio: (0 ~ 100) % |
소재지 |
| ASTM D8296-19 |
Standard Test Method for Consolidated Undrained Cyclic Direct Simple Shear Test under Constant Volume with Load Control or Displacement Control |
Number of cycle: (1 ~ 10 000)
Cyclic shear resistance ratio : (0.00 ~ 5.00) |
소재지 |
| ASTM D6528-24 |
Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Fine-Grained Soils |
(0 ~ 1 300) ㎪ |
소재지 |
| KS F 2498:2021 |
흙의 액상화 평가를 위한 반복 삼축 강도 시험 방법 |
반복횟수: (1 ~ 10 000) 회
반복전단저항응력비 : (0.00 ~ 5.00) |
소재지 |
| ASTM D5311/D5311M-25 |
Standard Test Method for Load Controlled Cyclic Triaxial Strength of Soil |
Number of cycle: (1 ~ 10 000)
Cyclic shear resistance ratio : (0.00 ~ 5.00) |
소재지 |
| ASTM D7181-20 |
Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils |
Strength of cohesive:(1 ~ 1 000) ㎪
Angle of internal friction:(0 ~ 60)° |
소재지 |
| ISO 17892-9:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils |
Strength of cohesive:(1 ~ 1 000) ㎪
Angle of internal friction:(0 ~ 60)° |
소재지 |
| ASTM D4767-11(2020) |
Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils |
Strength of cohesive:(1 ~ 1 000) ㎪
Angle of internal friction:(0 ~ 60)° |
소재지 |
| ISO 17892-8:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test |
(0 ~ 4 900) ㎪ |
소재지 |
| ASTM D2850-25 |
Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils |
(0 ~ 4 900) ㎪ |
소재지 |
| ISO 17892-10:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests |
Strength of cohesive:(1 ~ 200) ㎪
Angle of internal friction:(0 ~ 60)° |
소재지 |
| ASTM D6467-21e1 |
Standard Test Method for Torsional Ring Shear Test to Determine Drained Residual Shear Strength of Fine-Grained Soils |
(0 ~ 1 000) ㎪ |
소재지 |
| ASTM D2435/D2435M-11(2020) |
Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading |
(5 ~ 1 280) ㎪ |
소재지 |
| ISO 17892-5:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test |
(5 ~ 1 280) ㎪ |
소재지 |
| ASTM D4186/D4186M-20e2 |
Standard Test Method for One-Dimensional Consolidation Properties of Saturated Cohesive Soils Using Controlled-Strain Loading |
(5 ~ 3 000) ㎪ |
소재지 |
| ASTM D5084-24 |
Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter |
(1 ~ 10⁻⁹) ㎝/s |
소재지 |
| ISO 17892-11:2019 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Permeability tests |
(1 ~ 10⁻⁹) ㎝/s |
소재지 |
| ASTM D4648/D4648M-24a |
Standard Test Methods for Laboratory Miniature Vane Shear Test for Saturated Fine-Grained Soil |
(0 ~ 208) ㎪ |
소재지 |
| ISO 17892-6:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test |
(0 ~ 3 000) ㎪ |
소재지 |
| ASTM G57-20 |
Standard Test Method for Measurement of Soil Resistivity Using the Wenner Four-Electrode Method |
(0 ~ 2 500) Ω·m |
소재지 |
| ASTM D5334-22ae1 |
Standard Test Method for Determination of Thermal Conductivity of Soil and Soft Rock by Thermal Needle Probe Procedure |
Thermal Conductivity:(0.1 ~ 5.0) W/(m·K)
Thermal Resistivity:(0.2 ~ 10 ) (m·K)/W |
소재지 |
| ASTM D8121/D8121M-23 |
Standard Test Method for Approximating the Shear Strength of Cohesive Soils by the Handheld Vane Shear Device |
(0 ~ 245 ) kPa |
소재지 |
| ASTM D2974-25 |
Standard Test Methods for Determining the Water (Moisture) Content, Ash Content, and Organic Material of Peat and Other Organic Soils |
(0 ~ 100) % |
소재지 |
| KS F 2104:2013 |
강열 감량법에 의한 흙의 유기물 함유량 시험방법 |
(0 ~ 100) % |
소재지 |
| ISO 17892-7:2017 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test |
(0 ~ 20) ㎫ |
소재지 |
| ASTM D2166/D2166M-24 |
Standard Test Method for Unconfined Compressive Strength of Cohesive Soil |
(0 ~ 20) ㎫ |
소재지 |
| ISO 17892-4:2016 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution |
(0 ~ 100) % |
소재지 |
| KS F 2343:2022 |
압밀 배수조건에서 흙의 직접 전단 시험방법 |
점착력:(1 ~ 200) ㎪
마찰각:(0 ~ 60)° |
소재지 |
| KS F 2322:2020 |
흙의 투수 시험 방법 |
(1 ~ 10⁻⁹) ㎝/s |
소재지 |
| KS F 2320:2020 |
노상토 지지력비(CBR) 시험 방법 |
(0 ~ 200) % |
소재지 |
| KS F 2316:2022 |
흙의 압밀 시험 방법 |
(5 ~ 1 280) ㎪ |
소재지 |
| KS F 2314:2024 |
흙의 일축 압축 시험 방법 |
(0 ~ 20) ㎫ |
소재지 |
| KS F 2312:2022 |
흙의 실내 다짐 시험 방법 |
(0.1 ~ 30.0) kN/㎥ |
소재지 |
| KS F 2308:2022 |
흙입자 밀도 시험 방법 |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| KS F 2306:2020 |
흙의 함수비 시험 방법 |
(0 ~ 1 000) % |
소재지 |
| KS F 2303:2022 |
흙의 액성한계·소성한계 시험 방법 |
(0 ~ 500) % |
소재지 |
| KS F 2302:2022 |
흙의 입도 시험 방법 |
(0 ~ 100) % |
소재지 |
| KS F 2346:2022 |
삼축 압축 시험에서 점성토의 비압밀, 비배수 강도 시험 방법 |
(0 ~ 4 900) ㎪ |
소재지 |
| ISO 17892-1:2014 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content |
(0 ~ 1 000) % |
소재지 |
| ASTM D7263-21 |
Standard Test Methods for Laboratory Determination of Density and Unit Weight of Soil Specimens |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| ISO 17892-2:2014 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of bulk density |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| KS F 2593:2024 |
흙의 습윤밀도 시험방법 |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| ASTM D0854-23 |
Standard Test Methods for Specific Gravity of Soil Solids by the Water Displacement Method |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| ISO 17892-3:2015 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| JIS A 1224:2020 |
Test method for minimum and maximum densities of sands |
(0.00 ~ 5.00) g/㎤ |
소재지 |
| ASTM D4318-17e1 |
Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils |
(0 ~ 500) % |
소재지 |
| ISO 17892-12:2018 |
Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits |
(0 ~ 500) % |
소재지 |
| ASTM D1140-17 |
Standard Test Methods for Determining the Amount of Material Finer than 75-μm (No. 200) Sieve in Soils by Washing |
(0 ~ 100) % |
소재지 |
| KS F 2309:2024 |
흙의 200체 통과량 시험방법 |
(0 ~ 100) % |
소재지 |
| ASTM D7928-21e1 |
Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis |
(0 ~ 100) % |
소재지 |
| ASTM D6913/D6913M-17 |
Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis |
(0 ~ 100) % |
소재지 |
| ASTM D8295-19 |
Standard Test Method for Determination of Shear Wave Velocity and Initial Shear Modulus in Soil Specimens using Bender Elements |
(0 ~ 500) m/s |
소재지 |
