The precise definition of the liquid limit is based on standard test procedures described below.

Alternatively, a fall cone test apparatus may be use to measure the liquid limit.

C1.1 Determination of the liquid limit of a soil.

Can you cite how many attacks have been disrupted by security measures like body scanners, behavioral analysis, and liquid limits?

The liquid limit is determined by measuring the water content for which a groove closes after 25 blows in a standard test.

This can be accomplished by obtaining values for the plastic limit and liquid limit of the soils.

Americans were plainly upset at flight delays, even before shoeless shakedowns and 3-oz. liquid limits.

Key words: clays, liquid limits, fall cone, standards.

Using two constants, related to the liquid limit, the hydraulic conductivity can be predicted at any void ratio.

The liquid limit and plastic limit are arbitrary limits determined by tradition and convention.

In this study, the liquid limit of a clay-fluid mixture, wL, is shown to be related to the reactivity coefficient.

Key words: water retention curve, unsaturated soils, prediction, porosity, grain size, liquid limit.

Key words: clays, hydraulic conductivity, liquid limit, liners, void ratio.

The undrained shear strength of remolded soil at the liquid limit is approximately 2 kPa.

The natural water content of the clay was above the liquid limit in some areas and above the plastic limit in others.

Liquid limit, plastic limit, and plasticity index decrease with an increase in P-wave velocity.

Another method for measuring the liquid limit is the fall cone test, also called the cone penetrometer test.

This study has shown that the strength parameters of cohesionless tills can be related to the liquid limit for both drained and undrained conditions.

The liquid limit is defined as the water content of the soil which allows the cone to penetrate exactly 20 mm during that period of time.

It was found that liquid limit, plastic limit, and plasticity index exhibit good correlations with P-wave velocity.

The boundaries are called the plastic limit and the liquid limit, and the difference between them is called the plasticity index.

In addition, liquid limit, plastic limit, and plasticity index exhibit very good correlations with the ratio of P-wave velocity to water content.

Tills with liquid limits between 15% and 25% are all very susceptible to liquefaction flow failures if loosely compacted and saturated.

Liquid limit data were measured for a bentonite clay at different pore-fluid concentrations; other data were collected from the literature.

A parametric study based on the lambda-wL relationship is presented to study the effects of temperature and pore-fluid concentration on the liquid limit.