Results 251 to 260 of about 23,003 (311)

Bearing capacity improvement of medium clay soil using sodium silicate sand columns. [PDF]

open access: yesSci Rep
Jahanger ZK   +3 more
europepmc   +1 more source
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Thixotropy of soft clay: A review

Engineering Geology, 2021
Abstract Thixotropy of soil is, after softening by remoulding, a process of time-dependent return to a harder state under constant water content and constant volume conditions. This paper presents a critical review of previous investigations on the thixotropy of soft clay.
Yubin Ren   +4 more
openaire   +1 more source

Thermal Conductivity of Soft Bangkok Clay

GeoCongress 2008, 2008
In relation to an investigation into thermal ground improvement using prefabricated vertical drains, thermal conductivity of soft Bangkok clay specimens was measured, at different porosities and temperature levels, using a simple nondestructive steady state test method.
Abuel-Naga, Hossam M.   +2 more
openaire   +2 more sources

Settlement of Embankments on Soft Clays

Journal of Geotechnical and Geoenvironmental Engineering, 1999
The topic of consolidation of clays was partially chosen because it was Terzaghi's first major contribution to what we now call geotechnical engineering, as well as due to the author's years of interest in the topic. This manuscript addresses practical aspects of the prediction of time-dependent settlement of embankments on soft clays.
Bengt H. Fellenius, Roy E. Olson
openaire   +1 more source

Behaviour of stabilized soft clay

2011
The paper presents analysis of stabilized soft clay stress-strain behaviour based on drained triaxial test results performed on stabilized and reconstituted soft clay. Main parameters concerning sample preparation and affecting efficiency of stabilization are addressed.
Mataic, I   +5 more
  +6 more sources

Viscoplastic behaviour of soft clay???

Géotechnique, 1997
Based on an extensive experimental programme, this paper presents the stress—strain—time behaviour of a natural soft clay. The clay was part of the foundation soil of Le Flumet dam, whose delayed settlements were very large. The main aim of this study was to explain, to quantify and to anticipate that settlement.
A. Fodil, W. Aloulou, P. Y. Hicher
openaire   +1 more source

Overconsolidation in Soft Clay Deposits

Géotechnique, 1970
A METHOD OF SEPARATING THE DEGREE OF OVERCONSOLIDATION OF SOFT CLAY DEPOSITS, WHICH RESULT FROM CHANGES IN GROUND STRESSES AND GROUNDWATER LEVEL AND FROM TOTAL DEGREE OF OVERCONSOLIDATION IN THE GROUND, IS OUTLINED. /RRL/
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Rheology and Soft Clay Engineering

1986
The theory of rheology can be used to solve various problems in soft clay engineering. Only by this theory, can the time factor of soft clay be appropriately considered for consolidation and stability. In the first part of this paper, Lee's analogy method is used to solve equations for a plate on visco-elastic foundation as an example.
J-H Qian, S-Y Wang, Z-P Guo
openaire   +1 more source

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