2014
DOI: 10.1139/cgj-2014-0095
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The emergence of unsaturated soil mechanics

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Cited by 16 publications
(12 citation statements)
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“…Negative value of the pore water pressure is due to the existence of matric suction, which is a reaction of cohesion-adhesion that fills in between the soil particle due to the existence of both air and water at the same time (e.g [5]). …”
Section: Unsaturated Soilmentioning
confidence: 99%
See 1 more Smart Citation
“…Negative value of the pore water pressure is due to the existence of matric suction, which is a reaction of cohesion-adhesion that fills in between the soil particle due to the existence of both air and water at the same time (e.g [5]). …”
Section: Unsaturated Soilmentioning
confidence: 99%
“…Matric suction also gives changes in the formulation of volumetric water content and hydraulic conductivity function which is shown in Soil-Water Characteristic Curve (e.g. : [5]). …”
Section: Unsaturated Soilmentioning
confidence: 99%
“…If the shear rate is too high, pore water pressure will not dissipate completely, values of pore water pressure measured at the bottom of the sample will perform lagging, and useful stress parameters cannot be obtained, which apparently makes numerical value measured low. Thus, the shear rate should be determined appropriately according to the soil permeability coefficient (FredLund et al, 1997;Ismail et al, 2017).…”
Section: Laboratory Test Shear Rate Determinationmentioning
confidence: 99%
“…A Figura 3.6 apresenta exemplos de curvas características para a argila, silte e areia. Diferentes aspectos do comportamento do solo não saturado -tais como: resistência ao cisalhamento, variação de volume, difusividade, e absorção além de muitas propriedades dos solos tais como calor específico, permeabilidade e condutividade térmica -podem ser relacionados com a CCSA (Fredlund & Rahardjo, 2012).…”
Section: Curva Característica Solo áGuaunclassified
“…The probability density function of pore pressure profiles was also obtained and various methods of simplifying boundary conditions were discussed. The rhythmic probabilistic approach was used to evaluate the hypothetical slope resulting in complex set of data that provides the variation of the probability of failure and sensitivity of uncertain parameters over a critical wet year, and two maximum precipitation events, considering different duration (Wilson, 1990;Gitirana Jr., 2005;Fredlund et al, 2012;Teixeira et al, 2014, etc (Ahrens, 2009), no meio geotécnico a abordagem probabilística é utilizada de forma mais restrita (Baecher & Christian, 2003;Griffiths & Fenton, 2007;Phoon, 2008 …”
Section: Introductionmentioning
confidence: 99%