1. SYSTEM PRESENTATION © Rockland System 2014 - Distribution
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2. TRADITIONAL SYSTEMS OF SOIL STABILIZATION
BINDERS AND RUBBERS
Products that bind the soil as binders agents
Cement, Lime, Bitumen, Asphalt,
Polymers, Resins
CHEMICAL
REACTORS
Products thattry to change the soil chemically reacting his properties
Waterproofing, Geaotextile membrane, Clay, Concrete
Hybrid Systems
Systems that combine both methods
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3. PROBLEMS OF TRADITIONAL SYSTEMS
BINDERS AND RUBBERS
Products that bind the soil as binders agents
Cement, Lime, Bitumen, Asphalt,
Polymers, Resins
Hybrid Systems
Systems that combine both methods
CHEMICAL
REACTORS
Products thattry to change the soil chemically reacting his properties
Waterproofing, Geaotextile membrane, Clay, Concrete
The need for a strict relationship between the specific surface of soil to be treated and the amount of binder
Organic Pollution
The reactor needs for the appropriate reaction always the same means, and no soil is identical to another.
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4. PROBLEMS OF TRADITIONAL SYSTEMS
Are applicable only under certain conditions more or less stringent
Applicable only in certain soil types and certain soil pellets
Fail due to the fact that a soil rarely presents a homogeneous composition point to point
It is impossible to predict the outcome of treatment!
Does not have these problems, as it is NOT:
NOTA BINDER,, is not sticking the particles between them
NOTA REACOTOR,, is not changing the chemical soil structure
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5. This process takes millions of years...
SYSTEM BASICS
ROCK-LAND system IS A SIMPLE COPY OF WHT NATURE DOES
Sedimentary Rocks
Metamorphic rock
Igneous Rock
Wear for the atmosferic action, mechanical and chemical
Hardening
Sediments
Natural soil
This process takes millions of years...
Has achieved to reduce this time to zero
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6. All cohesive soil has the ability to petrify again,
principle
All cohesive soil has the ability to petrify again,
for it needs:
A long period time
Very high pressure
Has achieved to reduce this time to zero
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7. Is what?
ROCKLAND system is a stabilization and soil waterproofing high tech system
ROCKLAND system turns the soil compaction into a totally irreversible state
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8. Available Soil Stabilized Material ROCKLAND Liquid 2.0
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9. SUPPORTING BETTER VALUES BETWEEN 3 AND 5 TIMES
Technical Effects of
SUPPORTING BETTER VALUES BETWEEN 3 AND 5 TIMES
RESISTENCE
USE OF 75 TO 100% OF LAND AVAILABLE (SAVING ON COLLECTION, REMOVAL OF MATERIAL AND CONTRIBUTION)
ECONOMY
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10. ECONOMY ECONOMY ECONOMY RESISTENCE
Technical Effects of
THE IMPROVEMENT OF THE PROPERTIES AND THE LIFT OF THE SOIL IS PERMANENT
ECONOMY
FIRMNESS AND STABILITY OF THE TREATED SOIL => BEST GROWING DURABILITY
ECONOMY
ACTIVE THE COHESIVE FORCES IN ANY TYPE OF SOIL AND REDUCE THE INFLUENCE OF WATER
ECONOMY
RESISTENCE
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11. ECONOMY RESISTENCE ECONOMY
Technical Effects of
MORE GROUND LIFT:
REDUCING THE ROLLING LAYERS
From 60mm to 20/25mm
ECONOMY
RESISTENCE
SAME QUANTITY OF ADDITIVES IN ALMOST ALL KINDS OF SOIL
ECONOMY
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12. SIMPLICITY ECONOMY ECOLOGY
THE APPLICATION IS MADE WITH THE EXISTING MACHINERY PARK
SIMPLICITY
ASSURED OUTCOME IN ADVANCE FOR LABORATORY TESTS
ECONOMY
SAFETY ENVIRONMENT
ECOLOGY
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13. ROADS AND ACCESSO TO LAND, RURAL AND MOUNTAIN
APPLICATIONS
ROADS AND ACCESSO TO LAND, RURAL AND MOUNTAIN
(even under heavy traffic, allowing its use and preserving the road under any weather condition, prolonged rainfall, high humidity, snow and high thermal amplitude).
Stailization of VERGES AND SLOPES
Stailization of BASES Y SUB-BASES
Stailization of AIRPORT RUNWAY
Stailization of NEW ROAD MILITARY BASE (motorway high way)
Rehabilitation of WAYS, ROADS IN DISREPAIR
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14. Stailization of , Iimprovement and reuse of LOW QUALITY LANDS
APPLICATIONS
Stailization of , Iimprovement and reuse of LOW QUALITY LANDS
Construction of DAMS, LANDFILLS AND WATERPROOFING IN IRRIGATION SYSTEMS
Construction of INDUSTRIAL AREAS, STOWAGE AREAS, ETC...
Construction of URBANIZATIONS
Construction of GOLF COURSES
Construction of RAIL ROADS
Construction of SOIL EROSION
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15. APPLICATION SSTEM FOR STABILIZATION AND / OR WATERPROOFING
Analysis of soil samples in laboratory
Determine the optimal mixture
Mixture of products with the
local soil
Compacting
ROCKLAND LIQUID 2.0
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16. COMPARATIVE TEST
A characteristic of the system is applied to the soil pressure is higher, the soil hardness level follow grou up. We have done a test, test in 6 block is composed of different components on the bricks. These bricks are in the respective tray. The tray filled with 2 inches of water, it used to test waterproof degree of bricks in a few days time.
The next slides images shows the bricks were placed in the water after 5 minutes
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17. 1 2 3 4 5 6 1. 5% of cement soil (initial dry weight: 528 g)
Tierra Base
+ 5% Cemento
(25 grs)
Tierra Base
+5% Cal Hid.
(25 grs)
Tierra Base
+2,5% Cement
+ 2,5% Cal Hid.
1. 5% of cement soil (initial dry weight: 528 g)
2. Soil with 55 time (initial dry weight: 433 g).
3. 2,5% of 2,5% cement and lime soil (initial dry weight: 537 g). 1 2 3
4.- soil A ROCKLAND products (initial dry weight: 507 g).
5.- Soil with 1% ROCKLAND products B (initial dry weight: 512 g).
6.- Soil with 0,36% ROCKLAND products (initial dry weight: 505 g).
Tierra Base +
Rock-Land 1.0
(5 grs + 0,25 cc)
Tierra Base +
Rock-Land 1.1
(5 grs + 0,25 cc)
Tierra Base +
Rock-Land 2.0
(0,36% / 1,8cc) 4 5 6
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18. © Rockland System 2014 - Distribution
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19. FOR EXAMPLE © Rockland System 2014 - Distribution
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20. FOR EXAMPLE © Rockland System 2014 - Distribution
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21. FOR EXAMPLE © Rockland System 2014 - Distribution
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22. FOR EXAMPLE © Rockland System 2014 - Distribution
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23. FOR EXAMPLE © Rockland System 2014 - Distribution
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