GDS Quasi Dynamic Triaxial System Product Code : QDTAS The GDS Quasi Dynamic Triaxial Automated System is based exclusively on the static GDSTAS triaxial system as used in commercial laboratories and research institutes. The GDS 50kN load frame has the unique capability that it can run dynamically at frequencies up to 0.1Hz inherently, when combined with a dynamic logging system instead of the static logging system supplied with a GDSTAS as standard. The system is capable of cyclic displacement and cyclic load tests up to a frequency of 0.1Hz. The Quasi Dynamic System uniquely fills a gap in the market for medium speed cyclic testing, for half the cost of a typical, full capability, dynamic system. Discover more static triaxial testing equipment for soil testing. GDS Quasi Dynamic Triaxial System full specification datasheet (PDF) Enquire NOW GDS Quasi Dynamic Triaxial System specification datasheet (PDF) Enquire NOW Feature & Benefits Technical Specification Upgrade Options Product Applications Standards Prod Id : 229 TM Count : 0 SHOW_TESTS False Key features Benefits to the user Up to 0.1Hz cyclic testing under displacement or load control: Cyclic testing 30x faster than can be achieved with a standard static GDSTAS system for minimal additional cost. Upgrade is possible from a GDSTASstatic system (so long as it is usingthe v2 LF50 GDS load frame): Dynamic testing up to 0.1Hz, can be achieved for approximately 50% of the costof a full dynamic system, or upgraded for 20% of the cost of a typical dynamicsystem. Realistic liquefaction testing ongranular soils: Liquefaction testing on free-draining soils is known to not be rate dependent,therefore cyclic testing on these soils is possible in a standard static triaxialsystem (so long as it has cyclic control that GDSLAB can provide as standard).However, by running these tests at 0.1Hz rather than the typical one cycle every5 minutes with a static system, a typical test 1000 cycles long that would take3.5 days in a static system, would take less than 3 hours in the Quasi Dynamicsystem. Cost efficient: Half the cost of a typical dynamic system (even pneumatically controlled dynamicsystems which have been shown to generally only work up to 0.1Hz ). For userswho need to work up to 0.1Hz, this is a very economical system. Computer Interface USB Load Range (kN) 50 Operating Frequency (Hz) 0.1 Pressure Range (MPa) up to 8 Sample Sizes 38 to 150 Bender Element System (Vertical, Horizontal, S and P waves). Hall Effect local Strain.LVDT Local Strain and Unsaturated Testing. Tests supported by the GDS Quasi Dynamic Triaxial System, static triaxial testing equipment for soil testing :- Standards for the GDS Quasi Dynamic Triaxial System, static triaxial testing equipment for soil testing :- AS 1289.6.4.1 AS 1289.6.4.2 AS 1289.6.6.1 ASTM D-2850 ASTM D-4767 ASTM D-5084 ASTM D-7181 BS 1377-6 BS 1377-7 BS 1377-8 CEN ISO/TS 17892-11 CEN ISO/TS 17892-8 CEN ISO/TS 17892-9 JGS 0412 JGS 0521 JGS 0522 JGS 0523 JGS 0524 × AS 1289.6.4.1 Soil strength and consolidation tests-Determination of compressive strength of a soil-Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure. × AS 1289.6.4.2 Soil strength and consolidation tests-Determination of compressive strength of a soil-Compressive strength of a saturated specimen tested in undrained triaxial compression with measurement of pore water pressure × AS 1289.6.6.1 Soil strength and consolidation tests-Determination of the one-dimensional consolidation properties of a soil-Standard method. × ASTM D-2850 Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils × ASTM D-4767 Standard Test Method for: Consolidated Undrained Triaxial Compresion Test for Cohesive Soils. × ASTM D-5084 Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter × ASTM D-7181 Method for Consolidated Drained Triaxial Compression Test for Soils × BS 1377-6 Methods of Test for Soils for Civil Engineering Purposes: Consolidation and Permeability Tests in Hydraulic Cells and with Pore Pressure Measurement × BS 1377-7 Methods of test for soils for civil engineering purposes × BS 1377-8 Methods of Test for Soils for Civil Engineering Purposes: Shear Strength Tests (Effective Stress) × CEN ISO/TS 17892-11 Geotechnical investigation and testing -Laboratory testing of soil: Determination of permeability by constant and falling head × CEN ISO/TS 17892-8 Geotechnical investigation and testing -Laboratory testing of soil: Unconsolidated undrained triaxial test × CEN ISO/TS 17892-9 Geotechnical investigation and testing -Laboratory testing of soil: Consolidated triaxial compression tests on water-saturated soils × JGS 0412 Test Method for one-dimensional consolidation Properties of Soils using constant rate of strain loading × JGS 0521 Method for Unconsolidated-Undrained Triaxial Compression Test on Soils × JGS 0522 Method for Consolidated-Undrained Triaxial Compression Test on Soils × JGS 0523 Method for Consolidated-Undrained Triaxial Compression Test on Soils with Pore Water Pressure Measurements × JGS 0524 Method for Consolidated-Drained Triaxial Compression Test on Soils × GDS Quasi Dynamic Triaxial System × GDS Quasi Dynamic Triaxial System * required Name * Email * Phone Company / Institute * Comment or Question (If you require a quotation or pricing, please include your address here) If you would like to receive our monthly newsletter containing our white papers, case studies and latest news tick this box.