Project Description
Egypt Geology laboratory needed for geotechnical testing: Pull-out tests for Pull-out and lateral-pressure test. Pull-out Tests (#1) must be carried out with ramming-machine (Gayk HRE 1000 or similar) or adapted-backhoe drive-head suited for direct-driving (ramming). The profile to be rammed must be of type C 180x70x40 (minimum 40mm thickness required). The ramming depth must be 1.2-1.9m
DPSH tests (ISO 22476-2:2005: Geotechnical investigation and testing - Field testing - Part 2: Dynamic probing)
Trench pits description and testing (pocket penetrometer)
DCP-CBR in situ tests
Undisturbed samples
Disturbed samples (either by SPT or in trench pits or both)
Electrical Resistivity test (Vertical Electrical Sounding - VES).
Grain size
Plasticity (Atterberg limits)
Sulphate content
Chloride content
PH
Shear stress test (UU)
Oedometric tests (UU)
Triaxial tests (CD)
Project Information
Number:15-00780