Effective Stress is the grain to grain contact of soil particles. the higher the effective stress, the stronger the soil. effective stress at a certain depth is calculated as follows: Effective stress = total stress - pore water pressure the pore water pressure is often taken as water table. pore water pressure has a negative effectice on effective stress, as it hinders grain to grain contact.
Quick Condition is a condition which arises due to presence of water/moisture in a soil mass. When the pore water pressure is so much that it equals the total stress in the soil mass then the effective stress becomes zero as a result of this and there is so force which can hold the particles together and prevent sliding away of the soil particles. In such a case the soil mass behaves almost as a liquid and there is no strength in it. For eg, the slopes in soil mass become unstable in rainy seasons and slope failures occur on account of this. As soon as the water content is reduced the soil's effective stress is increased thereby resulting in stability.
Preconsolidation stress is the maximum of vertical overburden stress that a particular soil sample has sustained in the past.
Soil Mechanics like fluids mechanics and structural mechanics and engineering surveying are the core disciplines of civil engineering for well over 70 years from the days of Terzaghi, father of soil mechanics. It is a separate discipline since soil behaviour cannot be predicted like the methods used for testing the behaviour of structures and fluids,yet ideas similar to these disciplines have been used but the testing and classification of soil had to be on its own. Now the discipline has a broad base to be known as geotechnics or geotechnical engineering.
the application of the laws of mechanics, hydraulics, and interfacial physics to engineering problems dealing with partially saturated soils.''
proposed types of dewatering processes
coz at the end of structure construction soil grains are the one whic carry the load so useful in analysis of bearing capacity of granular soil
Quick Condition is a condition which arises due to presence of water/moisture in a soil mass. When the pore water pressure is so much that it equals the total stress in the soil mass then the effective stress becomes zero as a result of this and there is so force which can hold the particles together and prevent sliding away of the soil particles. In such a case the soil mass behaves almost as a liquid and there is no strength in it. For eg, the slopes in soil mass become unstable in rainy seasons and slope failures occur on account of this. As soon as the water content is reduced the soil's effective stress is increased thereby resulting in stability.
A state of 'soil liquefaction' occurs when the effective stress of soil is reduced to essentially zero, which corresponds to a complete loss
Soil mechanics is a discipline in which application of laws of mechanics and fluid mechanics are applied where as in mechanics laws of physics are applied
M. Budhu has written: 'Foundations and earth structures' -- subject(s): Foundations, Soil mechanics 'Soil mechanics and foundations' -- subject(s): Foundations, Soil mechanics
Sand
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Braja M. Das has written: 'Fundamentals of soil dynamics' -- subject(s): Soil dynamics 'Mechanics for engineers' -- subject(s): Applied Mechanics, Statics, Dynamics 'Principles of foundation engineering' -- subject(s): Foundations 'Civil Engineering' 'Soil mechanics' -- subject(s): Soil mechanics, Laboratory manuals 'Earth anchors' -- subject(s): Foundations, Anchorage (Structural engineering) 'Mechanics for engineers' -- subject(s): Statics, Applied Mechanics 'Shallow foundations bearing capacity and settlement' -- subject(s): Foundations, Settlement of structures, Soil mechanics 'Microevolution' 'Introduction to geotechnical engineering' -- subject(s): Soil mechanics, Engineering geology 'Fundamentos de Ingenieria Geotecnica' 'Principles of geotechnical engineering' -- subject(s): Soil mechanics, Engineering geology 'Principles of soil dynamics' -- subject(s): Soil dynamics 'Solutions manual'
W. L. Schroeder has written: 'An evaluation of Palouse clay as a foundation material' -- subject(s): Foundations, Soil mechanics, Testing, Clay 'Soils in construction' -- subject(s): Foundations, Soil mechanics, Building 'Application of geotechnical data to resource planning in southeast Alaska' -- subject(s): Soil mechanics, Slopes (Soil mechanics), Soil stabilization
a10kp axial loads is applied to a short wooden post which is supported by a concrete footing resting on undistributed.determine a)the maximum beering stress on the concrete footing. b)the size of footing for which the avareg bearing stress on the soil is 20kpsi
soil mechanics is the science dealing with soil to knowing ,type of soil , bearing capacity of the slackening weakness and strength of the soil and by soil mechanics can we give a recommendation to the designer Foundation engineering is design of foundation of any projects ,building ,factories ,stores ....)the design of foundation type depended on the bearing capacity of the soil of the concerned site of the project.
Preconsolidation stress is the maximum of vertical overburden stress that a particular soil sample has sustained in the past.