Rapid determination of the preconsolidation pressure and elastic moduli of a cohesive soil. [PDF]
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Data-driven 1D design model for monotonic lateral loading of monopile foundations. [PDF]
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Comment on "Short-lived pause in Central California subsidence after heavy winter precipitation of 2017" by K. D. Murray and R. B. Lohman. [PDF]
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Seismic site characterization baseline data for microzonation and site response analysis of Otuasega Town, Bayelsa State, Niger Delta region of Nigeria. [PDF]
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Uncovering the impacts of depleting aquifers: A remote sensing analysis of land subsidence in Iran. [PDF]
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Related searches:
Preconsolidation pressure of desiccated soils
International Journal of Geotechnical Engineering, 2008Abstract During desiccation soils are subjected to very high shrinkage stresses, often of the order of 1000 kPa. However, studies on re-saturated desiccated soils do not always show evidence of these soils being subjected to very high stresses. This paper address this important issue and the reason can be attributed to the type of saturation, either by
Retnamony Robinson, Mehter Allam
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Experimental study of a pseudo-preconsolidation pressure in frozen soils
Cold Regions Science and Technology, 2010Abstract Preconsolidation pressure ( p c ) is an important parameter in soil mechanics. For conventional unfrozen soils, p c is an index of the loading history and has a close relationship with the mechanical properties of soils. For frozen soils, special structures exist due to the interaction between ice and soil grains.
Jilin Qi
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soilphysics: An R package to determine soil preconsolidation pressure
Computers and Geosciences, 2015Preconsolidation pressure is a parameter obtained from the soil compression curve and has been used as an indicator of load-bearing capacity of soil, as well as to characterize the impacts suffered by the use of machines. Despite its importance in soil physics, there is a few software or computational routines to support its determination.
Anderson Rodrigo da Silva
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Preconsolidation pressure of Champlain clays. Part II. Laboratory determination
Canadian Geotechnical Journal, 1983A series of conventional and special consolidation tests was carried out on clay samples from 11 sites in the Champlain sea basin. The results show that, for a given clay at a given depth, there is a unique preconsolidation pressure – strain rate relationship independent of the tests carried out and that the relationships obtained in different ...
S Leroueil, F Tavenas
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A critical reappraisal of “preconsolidation pressure” interpretations using the oedometer test
Canadian Geotechnical Journal, 2010Over the past 70 years, a number of methods have been proposed for the interpretation of the characteristic vertical effective yield stress, or “preconsolidation pressure,” of compressible soils as defined using the standard oedometer test. The concept of the “preconsolidation pressure” has been extraordinarily useful in geotechnical engineering for ...
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