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Showing 1 to 20 of 32 for “"liquid limit"”.

  1. Correlations and comparisons between the Casagrande liquid limit device and the fall cone

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.

    mit Repository record for Correlations and comparisons between the Casagrande liquid limit device and the fall cone (opens in a new tab)

  2. Controlling role of suction stress in the Atterberg limits

    … as those associated with plastic and liquid limit determinations. However, disregarding these concepts is tantamount to overlooking the fundamental role of water in soil behavior. Suction stress governs the Atterberg limits, and variations in suction stress behavior dictate transitions …

    colo-mines Repository record for Controlling role of suction stress in the Atterberg limits (opens in a new tab)

  3. Effects of Temperature on Residual Shear Strength of Cohesive Soils

    … of (1) the temperature effects on the liquid limit of cohesive soils, (2) the impact of testing procedure on temperature-dependent residual friction angle, and (3) temperature effects on residual friction angle of soils. The fall cone tests are used to determine temperature effects on …

    vt Repository record for Effects of Temperature on Residual Shear Strength of Cohesive Soils (opens in a new tab)

  4. Stratigraphy of offshore sediment of Lake Agassiz, North Dakota

    … water content (17% to 56%), wide range of liquid limit (27% to 92%), and wide range of consistency index (22% to 86%). The northern part of the Brenna Formation has high water content (62% to 88%), a high liquid limit (63% to 104%), and very low penetration resistance (4 to 7 blows per …

    nodak Repository record for Stratigraphy of offshore sediment of Lake Agassiz, North Dakota (opens in a new tab)

  5. An experimental study on time-dependent behaviour of reconstituted clayey soils in 1D and triaxial compression

    … particle, coarse particle type, clay type, and liquid limit affect the secondary compression behaviour of oils. Results of constant rate of strain tests in oedometer and triaxial conditions show that at a given strain level, faster strain rates always result in a higher effective vertical stress …

    calgary Repository record for An experimental study on time-dependent behaviour of reconstituted clayey soils in 1D and triaxial compression (opens in a new tab)

  6. Chemical, physical and mineralogical properties associated with the hardening of some South African fly ashes

    … workings is highly sought after, as it may limit many of the impacts which fly ash induces on the environment. The main purpose of this study was to assess the degree of hardening of four South African fly ashes from power stations at Kriel, Lethabo, Matla and Sasol in terms of their …

    cape-town Repository record for Chemical, physical and mineralogical properties associated with the hardening of some South African fly ashes (opens in a new tab)

  7. The influence of salinity on the mechanical behavior of high plasticity soils

    … soils from the Gulf of Mexico region, ranging in liquid limit from 62 % to 90 %, were tested to determine the impact of varying salinity on one dimensional consolidation and permeability properties. The majority of testing was carried out on Gulf of Mexico - Eugene Island (GOM EI). This material …

    mit Repository record for The influence of salinity on the mechanical behavior of high plasticity soils (opens in a new tab)

  8. The meaning and practical significance of the cohesion intercept in soil mechanics

    … soils, have a range of water content of 7-330%, liquid limit of 15-420%, plasticity index of 3-285%, liquidity index of $-$5.5 to 3.5, sensitivity up to 500, clay fraction of 2-93% and, activity of 0.1-9.6. The preconsolidation pressure ranges from a low of 44 kPa to a high of 14000 kPa. The …

    uiuc Repository record for The meaning and practical significance of the cohesion intercept in soil mechanics (opens in a new tab)

  9. Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach

    … bed (prepared at optimum moisture content or liquid limit) was created within a steel cylindrical tank. An ordinary granular column (OGC) or reinforced granular column (RGC) was then installed within the tank and a compressive vertical load was applied to the prepared sample up to a settlement …

    cape-town Repository record for Ground improvement using PET bottle waste as a potential reinforcement material for granular columns: an experimental approach (opens in a new tab)

  10. Drained shear strength of stiff clays for slope stability analyses

    … and fully softened research have a range of liquid limit of 24 to 286%, plasticity index of 8 to 244%, and clay-size fraction of 10 to 88%.

    uiuc Repository record for Drained shear strength of stiff clays for slope stability analyses (opens in a new tab)

  11. Soil compaction of peat under the influence of electrokinetic stabilization (EKS) treatment

    … strength, compressibility, permeability and liquid limit). Peat is considered as one of the problematic soil in construction projects all over the world, which covers about 4% land of the whole world while 8% of the total area of Malaysia and about (5.86%) of peat soil existing in Johor …

    uthm Repository record for Soil compaction of peat under the influence of electrokinetic stabilization (EKS) treatment (opens in a new tab)

  12. Potassium acetate treatment as a potential means for stabilising extra sensitive, halloysite-rich soils in the Bay of Plenty, New Zealand — A novel approach to an old issue

    … could be regarded as strengthened. Atterberg limit testing of the soil showed the untreated Pahoia Tephra to have a liquid limit higher than the natural moisture content (61%), meeting the requirements for an extra-sensitive soil, as was determined by field shear vane tests. Treatment with the …

    waikato-masters Repository record for Potassium acetate treatment as a potential means for stabilising extra sensitive, halloysite-rich soils in the Bay of Plenty, New Zealand — A novel approach to an old issue (opens in a new tab)

  13. Effect of reconstituted method on shear strength properties of peat

    … such as initial water content, fiber content and liquid limit.

    uthm Repository record for Effect of reconstituted method on shear strength properties of peat (opens in a new tab)

  14. Development of instrumented oedometer incorporated with bender element and electrical conductivity

    … agent. All specimens were mixed at twice the liquid limit. Prior to testing, all solidified specimens were cured for 7 days. It was found that Vs increased continuously with further curing time whereas EC increased during the first day and decreased with further curing. The compressibility was …

    uthm Repository record for Development of instrumented oedometer incorporated with bender element and electrical conductivity (opens in a new tab)

  15. Effects of Mica On Soil Properties For Embankment Construction

    … specific gravity, particle size distribution, liquid limit, plastic limit, and soil classification. Tests for mechanical properties include standard Proctor compaction, direct shear, and triaxial compression. Tests for chemical properties include soil pH, soil resistivity, chloride content and …

    south-carolina Repository record for Effects of Mica On Soil Properties For Embankment Construction (opens in a new tab)

  16. Foundation Design of Low Volume Roads: Evaluation and Performance

    … laboratory testing included moisture content, liquid limit, plastic limit, and gradation tests. The results of the tests were used to compare the layer thicknesses and material properties to both the performance of the roads and the suggested thicknesses and material specifications from the …

    sdstate Repository record for Foundation Design of Low Volume Roads: Evaluation and Performance (opens in a new tab)

  17. The effect of certain sludge floc properties on the dewatering characteristics of biological and chemical waste sludges

    … through the use of the standard Atterburg liquid limit test procedure. Finally, the use of high-pressure filtration was found to provide much more appropriate information regarding water content than the centrifugation method proposed by Vesilind (1979).

    vt Repository record for The effect of certain sludge floc properties on the dewatering characteristics of biological and chemical waste sludges (opens in a new tab)

  18. Soil and Site Characterization Using Electromagnetic Waves

    Success in geotechnical analysis, design, and construction invariably requires that we have proper knowledge and understanding of (1) the strength, (2) the fluid flow properties, and (3) the stress-deformation behavior of the earth materials. These important engineering properties are primarily …

    vt Repository record for Soil and Site Characterization Using Electromagnetic Waves (opens in a new tab)

  19. Stiffness characterization of mechanically-compressed cohesive soils using wave propagation

    … to the soft clay. Unfortunately, the stress limitation of bender elements precludes it from testing above 1.5 MPa. A novel setup using ultrasonic transducers, with electronic conditioning, is developed in order to overcome the difficulties of transmitting a shear wave through a soft material. …

    mit Repository record for Stiffness characterization of mechanically-compressed cohesive soils using wave propagation (opens in a new tab)

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