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SOIL COMPACTION

SOIL MECHANICS & TESTING. SOIL COMPACTION. By Kamal Tawfiq, Ph.D., P.E. Fall 2008. Soil Compaction in the Field : 1- Rammers 2- Vibratory Plates  3- Smooth Rollers 4- Rubber-Tire. 5- Sheep foot Roller 6- Dynamic Compaction. Definition :

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SOIL COMPACTION

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  1. SOIL MECHANICS & TESTING SOIL COMPACTION By Kamal Tawfiq, Ph.D., P.E. Fall 2008

  2. Soil Compaction in the Field: 1- Rammers 2- Vibratory Plates  3- Smooth Rollers 4- Rubber-Tire 5- Sheep foot Roller 6- Dynamic Compaction

  3. Definition: Soil compaction is defined as the method of mechanically increasing the density of soil by reducing volume of air. gsoil (2)> gsoil (1) Load Air Air Water Water Soil Matrix Compressed soil Solids Solids WT1 WT1 gsoil (1)= gsoil (2)= VT1 VT2

  4. Why Soil Compaction: 1- Increase Soil Strength 2- Reduce Soil Settlement 3- Reduce Soil Permeability 4- Reduce Frost Damage 5- Reduce Erosion Damage Water is added to lubricate the contact surfaces of soil particles and improve the compressibility of the soil matrix Factor Affecting Soil Compaction: 1- Soil Type 2- Water Content (wc) 3- Compaction Effort Required (Energy) Types of Compaction : (Static or Dynamic) 1- Vibration 2- Impact 3- Kneading 4- Pressure

  5. Modified Proctor Test Soil Compaction in the Lab: 1- Standard Proctor Test 2- Modified Proctor Test 3- Gyratory Compaction Standard Proctor Test Gyratory Compaction

  6. Gs gw gZAV = Gs Wc 1+ Sr gwet gdry = Wc % 1+ 100 Soil Compaction in the Lab: 1- Standard Proctor Test Dry Density Zero Air Void Curve Sr =100% 5.5 pound hammer gd max 3 H = 12 in 4 2 5 1 25 blows per layer Compaction Curve wc5 wc4 Wet to Optimum wc2 wc3 Dry to Optimum wc1 gd5 gd4 gd2 gd3 gd1 Water Content (OWC) Optimum Water Content Increasing Water Content 4 inch diameter compaction mold. (V = 1/30 of a cubic foot)

  7. Number of blows per layer x Number of layers x Weight of hammer x Height of drop hammer Energy = Volume of mold Soil Compaction in the Lab: 1- Standard Proctor Test ASTM D-698 or AASHTO T-99 2- Modified Proctor Test ASTM D-1557 or AASHTO T-180 Zero Air Void Curve Sr = 60% Dry Density Zero Air Void Curve Sr =100% gd max Energy = 12,375 foot-pounds per cubic foot Zero Air Void Curve Sr < 100% gd max Compaction Curve for Modified Proctor Energy = 56,520 foot-pounds per cubic foot Compaction Curve for Standard Proctor (OMC) Moisture Content (OMC)

  8. Effect of Energy on Soil Compaction Increasing compaction energy Lower OWC and higher dry density Higher Energy Dry Density In the field increasing compaction energy = increasing number of passes or reducing lift depth ZAV In the lab increasing compaction energy = increasing number of blows Water Content

  9. Field Soil Compaction Because of the differences between lab and field compaction methods, the maximum dry density in the field may reach 90% to 95%. Dry Density ZAV gd max 95% gd max Moisture Content (OMC)

  10. Volume of Proctor Mold (ft3) 1/30 1/30 1/30 1/30 1/30 1/30 Weight of wet soil in the mold (lb) 3.88 4.09 4.23 4.28 4.24 4.19 Water Content (%) 12 14 16 18 20 22 Volume of Mold (ft3) 1/30 1/30 1/30 1/30 1/30 1/30 Weight of wet soil in the mold (lb) 3.88 4.09 4.23 4.28 4.24 4.19 Dry Unit Weight (lb/ft3) 103.9 107.6 109.4 108.8 106.0 103.0 Water Content (%) 12 14 16 18 20 22 Wet Unit Weight (lb/ft3) 116.4 122.7 126.9 128.4 127.2 125.7 gwet gdry = Wc % 1+ 100 Example: The laboratory test for a standard proctor is shown below. Determine the optimum water content and maximum dry density. If the Gs of the soil is 2.70, draw the ZAV curve. Solution: Gs gw gZAV = Gs Wc 1+ Sr

  11. gdry max Optimum Water Content

  12. Checking Soil Density in the Field: 1- Sand Cone (ASTM D1556-90) 2- Balloon Dens meter The same as the sand cone, except a rubber balloon is used to determine the volume of the hole 3- Nuclear Density (ASTM D2292-91) A small hole (6" x 6" deep) is dug in the compacted material to be tested.  The soil is removed and weighed, then dried and weighed again to determine its moisture content.  A soil's moisture is figured as a percentage.  The specific volume of the hole is determined by filling it with calibrated dry sand from a jar and cone device.  The dry weight of the soil removed is divided by the volume of sand needed to fill the hole.  This gives us the density of the compacted soil in lbs per cubic foot.  This density is compared to the maximum Proctor density obtained earlier, which gives us the relative density of the soil that was just compacted. Nuclear Density meters are a quick and fairly accurate way of determining density and moisture content.  The meter uses a radioactive isotope source (Cesium 137) at the soil surface (backscatter) or from a probe placed into the soil (direct transmission).  The isotope source gives off photons (usually Gamma rays) which radiate back to the mater's detectors on the bottom of the unit.  Dense soil absorbs more radiation than loose soil and the readings reflect overall density.  Water content (ASTM D3017) can also be read, all within a few minutes. 

  13. Sand Cone Nuclear Density

  14. Compaction Specifications: Compaction performance parameters are given on a construction project in one of two ways: 1- Method Specification detailed instructions specify machine type, lift depths, number of passes, machine speed and moisture content.  A "recipe" is given as part of the job specifications to accomplish the compaction needed.  2- End-result Specification Only final compaction requirements are specified (95% modified or standard Proctor). This method, gives the contractor much more flexibility in determining the best, most economical method of meeting the required specs. 

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