Local strains and pore pressures in a normally consolidated clay layer during one-dimensional consolidation

1971 ◽  
Vol 8 (2) ◽  
pp. 88-89
Géotechnique ◽  
1970 ◽  
Vol 20 (2) ◽  
pp. 212-214
Author(s):  
T. J. Poskitt ◽  
J. B. Burland ◽  
K. H. Roscoe

2008 ◽  
Vol 45 (7) ◽  
pp. 1018-1024 ◽  
Author(s):  
Han-Eng Low ◽  
Kok-Kwang Phoon

A series of one-dimensional consolidation tests were performed under varying pretreatments on high quality soil samples collected from a Singapore upper marine clay layer in an attempt to evaluate the effect of cementation by amorphous materials on its compressibility. The findings from this study seem to suggest that cementation by ethylene-diamine tetraacetic acid (EDTA) removable amorphous materials may only partially contribute to the development of soil microstructure and overconsolidation in Singapore upper marine clay.


1988 ◽  
Vol 4 (3) ◽  
pp. 609-633 ◽  
Author(s):  
P-Y. Bard ◽  
M. Campillo ◽  
F. J. Chávez-Garcia ◽  
F. Sánchez-Sesma

The linear, large-scale and small-scale amplification effects in the Mexico City valley, related to both the surficial clay layer and the underlying thick sediments, are investigated with two-dimensional (2D) models and compared with the results of simple one-dimensional (1D) models. The deep sediments are shown to be responsible, on their own, for an amplification ranging between 3 and 7, a part of which is due to the 2D effects in case of low damping and velocity gradient. This result is consistent with the observed relative amplification around 0.5 Hz at CU stations with respect to TACY station. The amplification due to the clay layer is much larger (above 10), and the corresponding 2D effects have very peculiar characteristics. On the one hand, the local surface waves generated on any lateral heterogeneity exhibit a strong spatial decay, even in case of low damping (2%), and the motion at a given site is therefore affected only by lateral heterogeneities lying within a radius smaller than 1 km. On the other hand, these local 2D effects may be extremely large, either on the very edges of the lake-bed zone, or over localized thicker areas, where they induce a duration increase and an overamplification. The main engineering consequences of these results are twofold: i) microzoning studies in Mexico City should take into account the effects of deep sediments, and ii) as the surface motion in the lake-bed zone is extremely sensitive to local heterogeneities, 1D models are probably inappropriate in many parts of Mexico City.


2021 ◽  
Vol 140 ◽  
pp. 104458
Author(s):  
A-qiang Wang ◽  
Ya-yuan Hu ◽  
Wan-huan Zhou ◽  
Xing-wang Liu

1973 ◽  
Vol 10 (1) ◽  
pp. 25-40 ◽  
Author(s):  
Norbert R. Morgenstern ◽  
Laurence B. Smith

A general solution to the problem of one-dimensional thaw–consolidation has been formulated by Morgenstern and Nixon (Can. Geotech. J. 8, p. 558, 1971). In order to assess the validity of the theory it was necessary to develop a special oedometer (permode) which could impose the necessary thermal and stress boundary conditions for one-dimensional thaw–consolidation.The permode permits the measurement of settlements, temperatures at various depths on the side of the sample, and excess pore pressures at the base of the sample during thaw–consolidation.Controlled thaw–consolidation tests were carried out on three types of remoulded clays. The resulting data showed that the excess pore pressures and the degree of consolidation in a thawing soil depend primarily on the thaw–consolidation ratio. The results obtained demonstrate that the theory adequately represents the soil behavior. Applications of the theory in practice are indicated.


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