These are self propelled, light in weight and compact machines having high forces, low amplitude and high frequency, based on the principle of reciprocal pressure generation by frequency undirectional impulse vibrator which causes the ramming and forward movement, Sana Earth Rammer can compact thicker layers of non-cohensive and semi-cohensive soils and maximum density (95% to 98%) are achieved in less number of passes. Application non-cohesive soil, subgrades, maneuvers close to abutments retaining walls, pilling, ideal for key trenches, cannel embankments, back fill jobs, factory floor, foundations, bridge approaches etc.

• Based on the principle of reciprocal pressure generation by frequency unidirectional impulse vibrator which causes the ramming and forward movement
• Can compact thicker layers of non-cohesive and semi-cohesive soils
• Maximum proctor density (95% to 98%)
• Less numbers of passes application
• Non-cohesive soil sub grades
• Maneuvers close to abutments retaining walls and pilling
• Ideal for key trenches, cannel embankments, back fill jobs, factory floor, foundations, bridge approaches etc.

These are self propelled, light in weight and compact machines having high forces, low amplitude and high frequency, based on the principle of reciprocal pressure generation by frequency undirectional impulse vibrator which causes the ramming and forward movement, Sana Earth Rammer can compact thicker layers of non-cohensive and semi-cohensive soils and maximum density (95% to 98%) are achieved in less number of passes. Application non-cohesive soil, subgrades, maneuvers close to abutments retaining walls, pilling, ideal for key trenches, cannel embankments, back fill jobs, factory floor, foundations, bridge approaches etc.

• Based on the principle of reciprocal pressure generation by frequency unidirectional impulse vibrator which causes the ramming and forward movement
• Can compact thicker layers of non-cohesive and semi-cohesive soils
• Maximum proctor density (95% to 98%)
• Less numbers of passes application
• Non-cohesive soil sub grades
• Maneuvers close to abutments retaining walls and pilling
• Ideal for key trenches, cannel embankments, back fill jobs, factory floor, foundations, bridge approaches etc.