... only admixtures compressive strength laboratory tests statistical analysis stiffness Research Council of Norway 328767 The work was partly funded by the Research Council of Norway through the project ‘GOAL—Green Soil Stabilisation’, grant number 328767, in addition to internal...

... 11 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only collapsible soil colloidal nanosilica constitutive relations grouting laboratory tests soil stabilisation stabilisation triaxial tests Collapsible soils are a type...

... have appeared to influence the work reported in this paper. 26 04 2025 22 08 2025 © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only clays cyclic undrained shear tests laboratory tests saturated clay shakedown ranges...

... reserved 2023 geotechnical engineering grouting laboratory tests Grouting technologies are based on a pressure-driven binder of liquid grouting material, which is injected into the ground to alter hydro-mechanical soil properties, leading to an increase of both soil's strength...

... is the coefficient of horizontal consolidation, c_h. The values of c_h can be determined by the radial consolidation test, using either a central sand drain or a porous plastic peripheral drain. This paper presents the laboratory tests carried out to understand the reason...

... Thomas Telford Ltd 2007 laboratory tests liquefaction preloading sands NOTATION e void ratio (prior to application of cyclic loading) e₀ initial void ratio (i.e. prior to consolidation) K₀ earth pressure coefficient at rest...

..., Bangalore, India. The soil was collected by open excavation, from a depth of 1 m from ground level. The soil was dried and passed through an Indian Standard sieve size of 425 μm. The properties of the soil are given in Table 1 . clays ground improvement laboratory tests shear strength...

... content is observed near to the plastic limit. 17 02 2003 22 03 2004 21 04 2004 © 2005 Thomas Telford Ltd 2005 clays compaction earth fills embankments ground improvement laboratory tests Johnson and Sallberg (1962) developed a chart to predict only the optimum...

... Coefficient of uniformity 1·63 1·43 Φ (drained triaxial shear) 25 27 G _max (at 98 kPa): MPa 51 67 This can be obtained from laboratory tests for a particular native soil. Seed and Booker used a generalised curve for the generation of pore pressure ratio...

... of a threaded screw attached to a scotch yolk and the range of applied strain covered was 0 to 7·5%. 29 09 2000 13 11 2000 16 01 2001 © 2001 Thomas Telford Ltd 2001 Liquefaction ground improvement laboratory tests Progress in the understanding of liquefaction has paved...

... ground Ground improvement laboratory tests shear strength fly ash A survey of nine major coal-fired power stations in Japan revealed that the share of landfill disposal of fly ash, a byproduct of thermoelectric power plants, was 41% (Itoh, 1996). Accordingly, the idea to use fly ash...