... predicted coefficient of determination [dimensionless] q u unconfined compressive strength (UCS) [kPa] R 2 coefficient of determination [dimensionless] wbr water to binder ratio, weight ratio [dimensionless] The laboratory testing programme compared...

... constitutive relations grouting laboratory tests soil stabilisation stabilisation triaxial tests Collapsible soils are a type of problematic soil with an open and loose structure that will decrease in height of a confined soil following wetting at a constant applied vertical stress (ASTM, 2003...

... © 2025 Emerald Publishing Limited 2025 Emerald Publishing Limited Licensed re-use rights only Corresponding author Jian-Gu Qian (qianjiangu@tongji.edu.cn) clays cyclic undrained shear tests laboratory tests saturated clay shakedown ranges and strength shakedown strength soil...

... 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...

... to the application of cyclic loading is the coefficient K₀. 16 11 2005 04 07 2006 02 10 2006 © 2007 Thomas Telford Ltd 2007 laboratory tests liquefaction preloading sands NOTATION e void ratio (prior to application of cyclic loading...

...(OH) 6 ] 2 (ettringite) ( SO 4 ) 3 26 H 2 O 10 05 2004 10 10 2005 09 11 2005 © 2006 Thomas Telford Ltd 2006 clays ground improvement laboratory tests shear strength soil stabilisation It is widely reported in practice...

... 2003 22 03 2004 21 04 2004 © 2005 Thomas Telford Ltd 2005 clays compaction earth fills embankments ground improvement laboratory tests Notation e void ratio G_S specific gravity of soils...

... in the resulting m_v with pore pressure ratio is presented in Fig. 1 . 30 03 2000 25 10 2000 09 01 2001 © 2001 Thomas Telford Ltd 2001 Ground improvement laboratory tests liquefaction The purpose of this paper is to examine the importance of stone...

... colonnaires. Nous utilisons ce matériel 'essai pour étudier l'utilisation de verre pilé comme matériau de remplissage des colonnes. 29 09 2000 13 11 2000 16 01 2001 © 2001 Thomas Telford Ltd 2001 Liquefaction ground improvement laboratory tests Progress...

... de surface de remplacement, à la fois pour les échantillons composites argile-sable et les échantillons argile-cendre volante. 06 04 2000 11 11 2000 16 01 2001 © 2001 Thomas Telford Ltd 2001 Ground improvement laboratory tests shear strength fly ash A survey...