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AREA - GEOTECHNICAL INVESTIGATION | | | | PROJECT DESCRIPTION | CLIENT | SALIENT FEATURES | | Soil Investigation for Construction of Bridges on NH20, NH70 and NH88 in Himachal Pradesh | Elegant Consulting Engineers | 26 NO. OF BOREHOLES Depth varying from10 to 30 m , Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, CBR, One Dimensional Consolidation, Direct shear test, Analysis and recommendations | | Geotechnical Investigtion and Design of Piled Foundation for HPCL MDPL Project | Wuhan Research Institute, China | 30 NO. OF BOREHOLES
Depth varying from 3 to 30 m
Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, Proctor compaction, One Dimensional Consolidation, Direct shear test, Unconfined Compression test (UC)
Analysis and recommendations | | Geotechnical Investigation for Bridges on NH200,Chattishgarh | SAI Consultants | 18 NO. OF BOREHOLES,Depth varying from 2 to 15 m, Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, Proctor compaction, CBR, One Dimensional Consolidation, Direct shear test, Analysis and recommendations | | Geotechnical Investigation for Bridges Chattishgarh | ILFS | 21 NO. OF BOREHOLES, Depth varying from 2 to 15 m, Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, Proctor compaction, One Dimensional Consolidation, Direct shear test, Analysis and recommendations | | Field Investigation such as Topographical, Demographical Survey & Geotechnical Investigation & GIS for Intercepting Sewer along Najafgarh Drain | Delhi Jal Board (DJB) | 136 NO. OF BOREHOLES, Depth varying from 20 to 30 m, Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, Proctor compaction (Heavy and Light), One Dimensional Consolidation, Direct shear test, Unconfined Compression test (UC), Unconfined Undrained test (UU), Consolidated undrained test with measurement of pore pressure (CU), Consolidated drained test (CD), Analysis and recommendations | | KMP Expressway | DS Constructions | 35 NO. OF BOREHOLES,Depth varying from10 to 30 m , Lab tests- Grain size analysis, Liquid limit, plastic limit, Shrinkage limit test, Free Swell Index, Swelling Pressure, Proctor compaction (Heavy and Light), CBR, One Dimensional Consolidation, Direct shear test, Unconfined Compression test (UC), Analysis and recommendations | | |
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