Full Thesis - Imperial College London. Predicting shear strength mobilization of London clay. London Clay - Scribd.
The effects of shrinkage and swelling were first recognised - CORE. London Clay Page.
New findings about the geology of London Clay (King, 1981) have highlighted the importance of. (a) Shear plane characteristics. 245. (b) Pore pressure. The London Clay Formation is particularly susceptible to shrink–swell behaviour. the directly measured shrink–swell properties of the major clay formations.
Further Studies of the Properties of London Clay*
Properties of this highly studied deposit. 2 LONDON CLAY DATABASE. High quality tests on London clay samples are available in the literature. Yimsiri (2001). 10 Apr 2011 London Clay - Free download as Word Doc (.doc. docx), PDF File (.pdf), Text file (.txt) summary of geotechnical properties for London Clay.
ENGINEERING GEOLOGY OF THE LONDON CLAY - JISCMail
Geology of London, UK - NERC Open Research Archive. CONTENTS - SWBplus. Engineering characteristics of the Lambeth. Group 93. Engineering characteristics of the London Clay. Formation 97. Engineering characteristics of ' brickearth'.
Shrinkage Properties of Soft Clay Treated with Cement and Geofibers. London Clay Formation - BGS Lexicon of Named Rock Units.
Clay soils of Nairobi, Kenya - Nbn-resolving. de.
Lithological Description: The London Clay mainly comprises bioturbated or poorly laminated, blue-grey or grey-brown, slightly calcareous, silty to very silty clay. Above this is approximately 90 to 130 m of the London Clay. Recognise stratigraphic control of index properties such as intact dry density and porosity. Implications of index/ engineering properties of black clays and red soils Ijolitic rocks near Homa Bay, Western Kenya. Q. J. geol. Soc. London. 105. 425454.
