Compaction Procedures for Different Types of Soils

The embankments are constructed with locally available soils, provided it fulfils the specified requirements. Procedure of compaction to be adopted will depend on the type of soil being used in construction. General guidelines to deal with compaction of various types of soils for attaining optimum dry density/relative density at minimum effort, have been briefly given … Read more

Physical Requirement for Grade PSC (Portland Slag Cement)-(IS-455)

When a Portland Slag cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 12269. The fineness value of PSC when tested by Blaine’s air permeability method shall not be less than 225 m2/kg. The expansion value (i.e. soundness) of unaerated cement when tested by Le-Chaelier method shall … Read more

Physical Requirement for Calcined Clay based PPC (Portland Pozzolana Cement)-(IS-1489-Part 2)

When a calcined clay based Portland Pozzolana cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 1489-Part 2. The fineness value of fly ash based PPC when tested by Blaine’s air permeability method shall not be less than 300 m2/kg. The expansion value (i.e. soundness) of unaerated … Read more

Physical Requirement for Fly Ash based PPC (Portland Pozzolana Cement)-(IS-1489-Part 1)

When a fly ash based Portland Pozzolana cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 1489-Part 1. The fineness value of fly ash based PPC when tested by Blaine’s air permeability method shall not be less than 300 m2/kg. The expansion value (i.e. soundness) of unaerated … Read more

Physical Requirement for Rapid Hardening Portland Cement)-(IS-8041)

When a RHPC (Rapid Hardening Portland cement) is tested for its physical requirements, then it must satisfy the following specifications given by IS 8041. The fineness value of RHPC when tested by Blaine’s air permeability method shall not be less than 325 m2/kg. The expansion value (i.e. soundness) of unaerated cement when tested by Le-Chaelier … Read more

Physical Requirement for 53 Grade OPC (Ordinary Portland Cement)-(IS-12269)

When a 53 grade ordinary Portland cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 12269. The fineness value of 53 grade OPC when tested by Blaine’s air permeability method shall not be less than 225 m2/kg. The expansion value (i.e. soundness) of unaerated cement when tested … Read more

Physical Requirement for 43 Grade OPC (Ordinary Portland Cement)-(IS-8112)

When a 43 grade ordinary Portland cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 8112. The fineness value of 43 grade OPC when tested by Blaine’s air permeability method shall not be less than 225 m2/kg. The expansion value (i.e. soundness) of unaerated cement when tested … Read more

Physical Requirement for 33 Grade OPC (Ordinary Portland Cement)-(IS-269)

When a 33 grade Ordinary Portland cement is tested for its physical requirements, then it must satisfy the following specifications given by IS 269. The fineness value of 33 grade OPC when tested by Blaine’s air permeability method shall not be less than 225 m2/kg. The expansion value (i.e. soundness) of unaerated cement when tested … Read more

International System of Units

The international Bureau of Weights and Measures serve as a depository for the primary international standards and as a laboratory for certification and inter comparison of national standard copies. It is based in Sevres, France. In 1960, the SI system was built upon the metre-kilogram-second system, which has seven basic units. They are: Metre: (Unit … Read more