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High liquid limit soil has unfavorable engineering geological characteristics, such as strong disintegration, dry shrinkage and easy cracking, and easy uplift when encountering water, which will cause various problems to the engineering.
Liansheng Tang +3 more
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The effect of methodology on determining the liquid limits values of selected organic soils [PDF]
This paper discusses the use of the Casagrande Cup and Cone Penetrometer Methods for determining the liquid limit of selected organic soils in in the south-eastern region of Poland in laboratory conditions in accordance with the latest standard ...
Grzegorz Straż
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Trading and Liquidity with Limited Cognition [PDF]
We study the reaction of financial markets to aggregate liquidity shocks when traders face cognition limits. While each financial institution recovers from the shock at a random time, the trader representing the institution observes this recovery with a delay, reecting the time it takes to collect and process information about positions, counterparties
Hombert, Johan +2 more
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Dynamics of liquids in the large-dimensional limit [PDF]
In this paper we analytically derive the exact closed dynamical equations for a liquid with short-ranged interactions in large spatial dimensions using the same statistical mechanics tools employed to analyze Brownian motion. Our derivation greatly simplifies the original path-integral-based route to these equations and provides insight into the ...
Liu, Chen +3 more
openaire +3 more sources
Given its apparent limitations, various attempts have been made to develop alternative testing approaches to the standardized rolling-thread plastic limit (PLRT) method (for fine-grained soils), targeting higher degrees of repeatability and ...
Amin Soltani, Brendan C. O’Kelly
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Prediction of Safe Bearing Capacity with Adaptive Neuro-Fuzzy Inference System of Fine-Grained Soils [PDF]
A lot of fieldwork is required to assess the safe bearing capacity (SBC) of fine-grained soil using IS Code, along with performing shear parameters to determine angle of internal friction and cohesion. Standard penetration tests are conducted in order to
Vaddi Phani Kumar, Ch Sudharani
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Effect of NaCl solution on primary physical-mechanical behaviors of deep-sea sediments
The environment of the salt solution in deep sea can be greatly disturbed by the ocean currents and oil-gas exploitation. Therefore, it is necessary to explore the effects of saline solution on the physical-mechanical behaviors of the deep-sea sediments.
HU Shi-jun 1, 2, CHEN Pan 1, 2, WEI Chang-fu 1, 2, YI Pan-pan 1, WANG Yong 1, 2
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A Simple Relationship to Estimate Parameters of the Optimum Compaction Point
Compacted clay covers have been the most commonly used materials for hydraulic barrier layers. During their construction, the control of some parameters such as compactive effort and molding water content is required.
Abdelkabir Maqsoud
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Viscoelasticity and Metastability Limit in Supercooled Liquids [PDF]
A supercooled liquid is said to have a kinetic spinodal if a temperature Tsp exists below which the liquid relaxation time exceeds the crystal nucleation time. We revisit classical nucleation theory taking into account the viscoelastic response of the liquid to the formation of crystal nuclei and find that the kinetic spinodal is strongly influenced by
Cavagna, A. +2 more
openaire +4 more sources
Influence of Structure and Liquid Limit on the Secondary Compressibility of Soft Soils
The macroscopic mechanical properties of natural sedimentary soft soils, which are usually linked to their microstructure, are different from those of remolded soils.
Nan Jiang +3 more
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