Prior Information Notice Without Call For Competition Geotechnical Engineering ServicesGeotechnical Research On Dike Reinforcement Tiel WaardenburgDescription This Is A Request Under Thedynamic Purchase System Das For The Execution Of Complex Geotechnical Services And Or Large Scale Geotechnical Services Choice Of Qualification For The Assignment 3The Purpose Of This Assignment Is To Investigate And Monitor The Subsoil Of The Tiel Waardenbrug Tiwa Dyke Track The Client Will Use The Result Of This Assignment When Drawing Up A Definitive Dike Design Tiwa With This Geotechnical Research Water Board Rivierenland Wsrl Aims To Achieve The Following Objectives 1 Obtaining Insight Into The Structure And Composition Of The Subsurface And Its Strength Consolidation And Stiffness Characteristics By Conducting Routine And Specialized Soil Research And Laboratory Research 2 Obtaining Insight Into The Water Pressure Variations In The Subsoil By Placing Monitoring Wells With Data Loggers And Push Through Water Pressure Gauges And Monitoring Them In Addition To The Geotechnical Information Geophysical Soil Surveys Must Also Be Carried Out At Specific Locations This Geophysical Investigation Serves As An Additional Investigation Into The Thickness Of The Coating And The Erosion Class Of The Coating The Assignment Consists Globally Of The Following Activities Hand Bores Mechanical Drilling Soundings Conductivity Undercuts Electromagnetic Measurements On Land Dualem Geotechnical Laboratory Work Including But Not Limited To O Classification Of A Soil Sample O Determination Standard Volumetric Weight On Undisturbed Cohesive Samples Nvg Including Water Content O Determination Of Total Volume Weight On Undisturbed Cohesive Samples Tvg O Determine Shear Resistance Characteristics Of A Soil Sample By Triaxial Test O Determine Shear Resistance Characteristics Of Soil Samples Using Direct Simple Shear Dss Test O Determine The Deposition Characteristics Of Soil Samples By Means Of Constant Rate Or Strain Crs O Determination Of Atterberg Boundaries Fixed Plastic Yield Strength By Casagrande Method O Determination Of Organic Matter Content And Lime Content Of Soil Sample O Determination Of Grain Distribution Of Sand Sample Including Derivation 3 K Values O Peat Classification Installation Reading And Removal Of Monitoring Wells And Water Pressure Meters All Necessary Other Activities Such As Environmental Management Project Management And Delivery Of Reports Of Acquired Data Disclaimer The Above Text Is Machine Translated For Accurate Information Kindly Refer The Original Document
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