The Liquid Limit can be tested for (see wikipedia) in different ways. One is with a liquid limit device you can use the equation
LL=(W^n)*(N/25)^0.121
where w is the water content and N is the number of times the device was cranked
The arbitary limit of water content that represents the boundary between the liquid & plastic state is called as liquid limit.
LVC typically stands for "liquid limit, plastic limit, and shrinkage limit." These are three key parameters used in soil testing to assess the plasticity and behavior of soil. Liquid limit measures the moisture content at which the soil transitions from plastic to liquid state, plastic limit defines the moisture content at which the soil can be molded, and the shrinkage limit indicates the moisture content at which further drying will not cause the soil to shrink.
The Atterberg limits of a soil are used as an integral part of several engineering classification systems to characterize fine-grained soils. Also these limits are used directly in specifications for controlling soil for use in fills, and in semi-empirical methods of design. A wide variety of engineering properties of soils have also been correlated to the liquid limit, plastic limit, and plasticity index of soils (i.e. Compressibility, Permeability, and Strength).
zerozeroConsistency limits and plasticityConsistency varies with the water content of the soil. The consistency of a soil can range from (dry) solid to semi-solid to plastic to liquid (wet). The water contents at which the consistency changes from one state to the next are called consistency limits (or Atterberg limits).Two of these are utilised in the classification of fine soils:Liquid limit (wL) - change of consistency from plastic to liquidPlastic limit (wP) - change of consistency from brittle/crumbly to plasticMeasures of liquid and plastic limit values can be obtained from laboratory tests.
The plasticity index is a measure of the plasticity of a soil, indicating the range of water content over which the soil behaves as a plastic material. It is calculated as the difference between the liquid limit and the plastic limit of the soil. Soils with a higher plasticity index are more prone to volume changes with changes in moisture content.
The TSA liquid ounce limit for carry-on items is 3.4 ounces (100 milliliters) per container, and all containers must fit in a single quart-sized clear plastic bag.
The mass wetness at which the soil stiffens from a plastic to a semi rigid and friable state.it is the water content at which soil begins to crumble on being rolled into thread of 3 mm diameter
soil properties basically is the void ratio, porosity, specific gravity, dry unit weight, saturated unit weight, liquid limit, plastic limit and shrinkage limit which play a important role to support load.
liquid limit value of bc soil in india
the age limit is 18's and over
The TSA liquid limit for carry-on items is 100 milliliters, which is equivalent to 3.4 ounces.
Yes. In the limit where the velocity difference between two observers gets ever closer to zero, the equations of spacial relativity reduce to the Newtonian equations. Indeed, if this were not true, then special relativity would be *wrong*. Similarly, general relativity gives the same answers as Newtonian gravity for the cases in which Newtonian gravity applies.