Geotechnique

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Assessment of strength development in cement-admixed high water content clays with Abrams' law as a basis
Geotechnique - Tập 53 Số 4 - Trang 439-444 - 2003
Suksun Horpibulsuk, Norihiko Miura, T. S. Nagaraj
Particle size effects in granular soils under true triaxial conditions
Geotechnique - Tập 64 Số 8 - Trang 667-672 - 2014
Yang Xiao, H. Liu, Y. Chen, Wengang Zhang
The size effect theory was proposed by Frossard and co-workers for evaluating the shear strength of rockfill material. However, this theory has not been validated in a general stress path, in which the intermediate principal stress may be different from the minor principal stress. A series of true triaxial compression tests on rockfill material A (RFM-A, a small-sized particle) and rockfill materi... hiện toàn bộ
One-dimensional self-weight consolidation of a lumpy clay fill
Geotechnique - Tập 52 Số 10 - Trang 713-725 - 2002
Lijing Yang, Thiam‐Soon Tan, S. A. Tan, C. F. Leung
The need to use a large amount of dredged and excavated materials as fill for land reclamation necessitates an examination of the consolidation of a lumpy fill. Experimental results have shown the existence of two systems of voids in such a fill: inter-lump voids and intra-lump voids. The consolidation of this fill is highly complicated, and a simple box-spring model analogy is used to provide a b... hiện toàn bộ
Discussion: Influence of soil structure and stress history on the soil–water characteristics of a compacted till
Geotechnique - Tập 51 Số 6 - Trang 573-576 - 2001
A. Vatsala, B. R. Srinivasa Murthy
Long-Term Stability of Clay Slopes
Geotechnique - Tập 14 Số 2 - Trang 77-102 - 1964
A. W. Skempton
Lias clay: the long-term stability of cutting slopes
Geotechnique - Tập 24 Số 1 - Trang 21-38 - 1974
R. J. Chandler
Twelve case records of failures of Upper Lias Clay cutting slopes are presented. In each case it is believed that groundwater conditions have reached the long-term ‘steady’ state, though seasonal fluctuations occur at shallow depths. Evidence for this pattern of groundwater behaviour is provided by piezometric data from four of the sites which in turn have been used to estimate groundwater conditi... hiện toàn bộ
Correlation between Atterberg plasticity limits and residual shear strength of natural soils
Geotechnique - Tập 23 Số 2 - Trang 265-267 - 1973
B. Voight
The relationship between drained friction angles and Atterberg limits of natural soils
Geotechnique - Tập 24 Số 4 - Trang 671-674 - 1974
Milton Assis Kanji
The nature and origin of deep ocean clay crust from the Gulf of Guinea
Geotechnique - Tập 63 Số 6 - Trang 500-509 - 2013
Matthew Kuo, M. D. Bolton
Deep ocean sediments off the west coast of Africa exhibit a peculiar undrained strength profile in the form of a crust, albeit of exceptionally high water content, overlying normally consolidated clay. Hot-oil pipelines are installed into these crustal sediments, so their origins and characteristics are of great interest to pipeline designers. This paper provides evidence for the presence of burro... hiện toàn bộ
Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry
Geotechnique - Tập 53 Số 7 - Trang 619-631 - 2003
David White, W. Andy Take, M. D. Bolton
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogrammetry has been developed for use in geotechnical testing. In this paper, the theory underlying this system is described, and the performance is validated. Digital photography is used to capture images of planar soil deformation. Using PIV, the movement of a fine mesh of soil patches is measured to a... hiện toàn bộ
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