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Soil Mechanics I CE-205 By Dr. S. Muhammad Jamil School of Civil and Environment Engineering National University of Sciences and Technology, Islamabad
Karl Terzaghi
K. Terzaghi ,[object Object]
 
SOIL MECHANICS In general sense of engineering, soil is defined as the un-cemented aggregate (or granular material) of mineral grains and decayed organic matter along with the liquid and gas that occupy empty spaces between the solid particles. All man made structures, except those which floats as fly, are supported by natural soil or rock deposits . What is Soil?
Soil mechanics is the branch of science that deals with the study of the physical and mechanical properties of soils and the behavior of soil  subjected to various types of forces. In other words, soil mechanics is the study of both solids and fluid mechanical characteristics of soil. What is Soil Mechanics?
[object Object],[object Object],[object Object],[object Object],Solid Mechanics Issues
[object Object],[object Object],Fluid Mechanics Issues
[object Object],[object Object],[object Object],[object Object],[object Object],Why do, as Civil Engineers, Study ‘Soil Mechanics’?
[object Object],[object Object],[object Object],[object Object],[object Object],Structural Engineering
Road beds are often built of soil and the roadways themselves can often pass through mountain, cuts, fill etc. Understanding soil mechanics can preclude problems with pavement potholing and cracking, as well embankment and slope failure that can wipe out entire roadways . Transportation Engineering
[object Object],[object Object],[object Object],[object Object],[object Object],Environmental Engineering
The design of earthen flow retention structures such as dams, levees, dikes, storage ponds require knowledge of how water is transported through soil. How water flowing through soil can cause failure by mechanisms as boiling, piping, erosion and scouring. Hydraulic Engineering
SOIL MECHANICS Behavior of the Structure depends upon Properties of Soil on which the structure rests Properties of the rocks from which they are derived
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object]
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Igneous Rocks
When the solution of minerals is cooled more rapidly, tiny crystals of the minerals are formed in a vitreous matrix. For e.g. FELCITE – Extremely fine grained rocks. BASALT – When formed with ferromagnesium material s Igneous Rocks
Sedimentary rocks are from accumulated deposits of soil particles or remains of certain organisms that have become hardened by pressure or cemented by minerals. Due to abundant availability of cementing minerals such as silica, carbonates, iron oxides. For e.g. Limestones, Sandstone, Shale, Conglomerate and Breccia Sedimentary Rocks
Results when any type of existing rock is subject to metamorphism, the change brought about by combinations of heat, pressure and plastic flow so that the original rock structure and mineral composition are changed. [ -> Plastic flow – slow viscous movement and rearrangement within the rock mass due to external forces] Limestone -> -> MARBLE; Shale -> -> SLATE; Granite -> -> GNEISS; Sandstone -> -> QUARTZITE Metamorphic Rocks
SOIL MECHANICS ROCKS (IGNEOUS, SEDIMENTARY, METAMORPHIC) WEATHERING (PHYSICAL / CHEMICAL) TRANSPORTED BOULDERS, GRAVEL, SAND, SILT AND CLAY SOIL
Rocks whose chief mineral is quartz minerals with high silica content, decomposes to predominantly sandy or gravelly soil with little clay. [Acidic rocks are light-coloured] Basic rocks decompose to the fine-textured silt and clay soils. The clays are not small fragments of the original materials that existed in the parent rock [-> result of primary rock minerals decomposing to form secondary minerals]
[object Object],[object Object],[object Object],[object Object],Soils can be grouped into two broad categories (depending on the method of deposition):
[object Object],[object Object],[object Object],[object Object],Characteristics of Residual soils are  dependent on:
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Transported Soils are classified according to the transporting agency and method of deposition:
Examples of Transported Soils: ,[object Object],- Wind blown deposit with very uniform fine silt particles (possesses slight cementation properties) - Formed in Arid and Semi-Arid regions with yellowish light brown colour  ,[object Object],- Fine-grained slightly cemented volcanic ash [by wind/water] ,[object Object],- Heterogeneous mixture of boulders, gravel, sand, silt and clay (Hilly regions)
Examples of Transported Soils: ,[object Object],-  Alternate layers of silt and clay deposited in fresh  water glacial lakes. -  One band of silt and clay deposited each year [each layer is approx. 10 mm thk.] ,[object Object],- Very fine grained soil of marine origin [impermeable, greenish colour] ,[object Object],- A highly organic soil consisting almost entirely of vegetable matter in varying stages of decomposition, Fibrous, brown to black in colour and highly compressible.
f  (Ambience, Geography and Topography) Major Soil Deposits: ,[object Object],- High shrink-swell characteristics (attributed to the minerals) Colour-Black (Presence of Fe, Mg and Ti) ,[object Object],- Very soft and may contain organic matter ,[object Object],- Red in colour due to Fe 2 O 3  (Laterization-Leaching of Silica – due to intense chemical weathering) ,[object Object],- Alternate layers of Sand, Silt and Clay ,[object Object],- Wind blown, uniformly graded ,[object Object],- Boulder clay (all ranges of particle sizes)
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Constituents of the soil mass
[object Object],[object Object],[object Object],Constituents of the soil mass
In Soil (in most rock), voids exist between particles, and voids may be filled with a liquid, usually water or gas, usually air .
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Constituents of the soil mass
[object Object],[object Object],[object Object],[object Object],Solid phase consists of:
 

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Soil Mechanics Fundamentals

  • 1.  
  • 2. Soil Mechanics I CE-205 By Dr. S. Muhammad Jamil School of Civil and Environment Engineering National University of Sciences and Technology, Islamabad
  • 4.
  • 5.  
  • 6. SOIL MECHANICS In general sense of engineering, soil is defined as the un-cemented aggregate (or granular material) of mineral grains and decayed organic matter along with the liquid and gas that occupy empty spaces between the solid particles. All man made structures, except those which floats as fly, are supported by natural soil or rock deposits . What is Soil?
  • 7. Soil mechanics is the branch of science that deals with the study of the physical and mechanical properties of soils and the behavior of soil subjected to various types of forces. In other words, soil mechanics is the study of both solids and fluid mechanical characteristics of soil. What is Soil Mechanics?
  • 8.
  • 9.
  • 10.
  • 11.
  • 12. Road beds are often built of soil and the roadways themselves can often pass through mountain, cuts, fill etc. Understanding soil mechanics can preclude problems with pavement potholing and cracking, as well embankment and slope failure that can wipe out entire roadways . Transportation Engineering
  • 13.
  • 14. The design of earthen flow retention structures such as dams, levees, dikes, storage ponds require knowledge of how water is transported through soil. How water flowing through soil can cause failure by mechanisms as boiling, piping, erosion and scouring. Hydraulic Engineering
  • 15. SOIL MECHANICS Behavior of the Structure depends upon Properties of Soil on which the structure rests Properties of the rocks from which they are derived
  • 16.
  • 17.
  • 18.
  • 19. When the solution of minerals is cooled more rapidly, tiny crystals of the minerals are formed in a vitreous matrix. For e.g. FELCITE – Extremely fine grained rocks. BASALT – When formed with ferromagnesium material s Igneous Rocks
  • 20. Sedimentary rocks are from accumulated deposits of soil particles or remains of certain organisms that have become hardened by pressure or cemented by minerals. Due to abundant availability of cementing minerals such as silica, carbonates, iron oxides. For e.g. Limestones, Sandstone, Shale, Conglomerate and Breccia Sedimentary Rocks
  • 21. Results when any type of existing rock is subject to metamorphism, the change brought about by combinations of heat, pressure and plastic flow so that the original rock structure and mineral composition are changed. [ -> Plastic flow – slow viscous movement and rearrangement within the rock mass due to external forces] Limestone -> -> MARBLE; Shale -> -> SLATE; Granite -> -> GNEISS; Sandstone -> -> QUARTZITE Metamorphic Rocks
  • 22. SOIL MECHANICS ROCKS (IGNEOUS, SEDIMENTARY, METAMORPHIC) WEATHERING (PHYSICAL / CHEMICAL) TRANSPORTED BOULDERS, GRAVEL, SAND, SILT AND CLAY SOIL
  • 23. Rocks whose chief mineral is quartz minerals with high silica content, decomposes to predominantly sandy or gravelly soil with little clay. [Acidic rocks are light-coloured] Basic rocks decompose to the fine-textured silt and clay soils. The clays are not small fragments of the original materials that existed in the parent rock [-> result of primary rock minerals decomposing to form secondary minerals]
  • 24.
  • 25.
  • 26.
  • 27.
  • 28.
  • 29.
  • 30.
  • 31.
  • 32. In Soil (in most rock), voids exist between particles, and voids may be filled with a liquid, usually water or gas, usually air .
  • 33.
  • 34.
  • 35.