Clay-sulfate rocks are often encountered in engineering projects such as underground construction and waste repositories. The unique combination of clay swelling and chemical transformation of anhydrite into gypsum results in a swelling behavior that cannot be explained using conventional rock mechanics. The goals of this study are: 1) to investigate the strength characteristics of reconstitute...

This paper provides insight into the behavior of a stiffened caisson anchor under inclined cyclic loading in calcareous silt. A series tests was conducted beam centrifuge. monotonic test first performed, quantifying pure capacity, and then four varying mean load, amplitude, number cycles. Cyclic soil characterization T-bar were linked. Undrained led to generate excess pore pressure, resulting d...

the present paper is devoted to a new critical state based plasticity model able to predict drained and undrained behaviour of granular material. it incorporates a bounding surface plasticity model describing in multilaminate framework to capitalize on advantages of this mathematical framework. most of the models developed using stress/strain invariants are not capable of identifying the parame...

[1] Pore fluid pressure plays an important role in the frictional strength and stability of tectonic faults. We report on laboratory measurements of porosity changes associated with transient increases in shear velocity during frictional sliding within simulated finegrained quartz fault gouge (d50 = 127 mm). Experiments were conducted in a novel true triaxial pressure vessel using the double-di...

The feasibility of using elastography for experimentally estimating and imaging the Poisson's ratio of porous media under drained and undrained conditions was investigated. Using standard elastographic procedures, static and time-sequenced poroelastograms (strain ratio images) of homogeneous cylindrical gelatin and commercially available tofu samples were generated under sustained applied axial...

This study aims to investigate the impact of initial mean effective stress on thermo-mechanical behavior saturated normally consolidated kaolinite clay. Specifically, a series isotropic thermal triaxial tests in cell equipped with image analysis for volume change tracking was performed understand drained response as well undrained shear strength before and after heating. Anisotropically clay sp...

Abstract Traditionally, Biot’s formulation is employed to model the behavior of saturated soils. The $$u-p_w$$ u - p w (solid displacement–pore water pressure) can be considered as standard one, since involves a g...

Liquefaction phenomenon in saturated loose sandy layers occurs as an undrained response of soil when it is subjected to static or dynamic loads. A fully coupled dynamic numerical program is developed to predict the liquefaction potential of saturated sandy layers. Coupled dynamic field equations of extended Biot’s theory with u-p formulation are used to determine pore fluid and soil skeleton re...