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Keywords: pore pressure
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Journal Articles
Fully coupled dynamic simulations of uncompacted railway embankments under train loading
Available to Purchase
Journal:
Géotechnique
Geotechnique 1–12.
Published: 01 May 2026
... migration and build-up of internal pore water pressure) of uncompacted railway embankments under different train loading conditions. A mixed finite-element approach based on the complete solid displacement, fluid displacement and pore pressure ( u – w –pw) formulation...
Includes: Supplementary data
Journal Articles
A poroelasticity theory for soil incorporating adsorption and capillarity
Available to Purchase
Journal:
Géotechnique
Geotechnique (2024) 74 (12): 1186–1203.
Published: 12 October 2024
... capillarity condensation effective stress expansive clays matric suction partial saturation pore pressure poroelasticity A soil's stress state highly relies on its interaction with water. Such interaction can be intensive, inducing a drop in the free energy of pore water by 2·0 GPa (Zhang...
Journal Articles
A graphical method for undrained analysis of cavity expansion in Mohr–Coulomb soil
Available to Purchase
Journal:
Géotechnique
Geotechnique (2024) 74 (12): 1228–1240.
Published: 12 October 2024
... enrichment to the existing body of solutions to the plane-strain expansion of a cylindrical cavity in critical state soils. 06 03 2022 25 10 2022 © 2022 Thomas Telford Ltd 2022 plasticity pore pressure strain stress path theoretical analysis Figure 2(a) shows...
Journal Articles
A graphical analysis-based method for undrained cylindrical cavity expansion in modified Cam Clay soil
Available to Purchase
Journal:
Géotechnique
Geotechnique (2023) 73 (8): 736–746.
Published: 10 January 2022
... pressure and pore pressure can be equally conveniently evaluated, through basic numerical integrations with respect to the mean effective stress. Some ambiguity is clarified between the generalised (work conjugacy-based) shear strain increments and the corresponding deviatoric invariants of incremental...
Journal Articles
Modelling landslide liquefaction, mobility bifurcation and the dynamics of the 2014 Oso disaster
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Journal:
Géotechnique
Geotechnique (2016) 66 (3): 175–187.
Published: 30 September 2015
.... Failure then spreads to adjacent regions as a result of momentum exchange. Liquefaction is contingent on pore-pressure feedback that depends on the initial soil state. The importance of this feedback is illustrated by using the model to study the dynamics of a disastrous landslide that occurred near Oso...
Journal Articles
Effects of preloading and consolidation on the uplift capacity of skirted foundations
Available to Purchase
Journal:
Géotechnique
Geotechnique (2015) 65 (12): 1010–1022.
Published: 07 September 2015
... role played by the pore pressure in the soil underneath the foundation in the development of the uplift resistance. Like the bearing capacity, the loading history of the foundation and notably the pore pressure field resulting from preloading are expected to affect the uplift resistance. The present...
Journal Articles
Interpretation of piezoball dissipation testing in clay
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Journal:
Géotechnique
Geotechnique (2015) 65 (10): 831–842.
Published: 25 July 2015
... or more pore pressure transducers (piezoball) is of special interest as it can provide information on the soil consolidation properties by means of dissipation tests. Although analytical and numerical solutions have been developed to evaluate the undrained resistance factor for the ball, the absence...
Journal Articles
Pore pressure generation in sand with bentonite: from small strains to liquefaction
Available to Purchase
Journal:
Géotechnique
Geotechnique (2014) 64 (2): 108–117.
Published: 01 February 2014
...C.S. EL MOHTAR; A. BOBET; V.P. DRNEVICH; C.T. JOHNSTON; M.C. SANTAGATA The paper examines the effect of small percentages of bentonite on pore pressure generation in loose sands, from small strains all the way to liquefaction. It relies on resonant column, static triaxial and cyclic triaxial tests...
Journal Articles
Exact undrained elasto-plastic solution for cylindrical cavity expansion in modified Cam Clay soil
Available to Purchase
Journal:
Géotechnique
Geotechnique (2012) 62 (5): 447–456.
Published: 07 December 2011
..., the formulation of the problem is reduced to solving a system of first-order ordinary differential equations for the radial, tangential and vertical effective stresses in the plastic zone. The pore pressure distribution can subsequently be determined from the radial equilibrium equation in terms of the total...
Journal Articles
Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH)
Available to Purchase
Journal:
Géotechnique
Geotechnique (2011) 61 (7): 565–574.
Published: 02 December 2010
...-rupture du sol, et est en mesure de traiter une vaste gamme d'applications en géomécanique computationnelle, en particulier celles qui comprennent de grandes déformations et la rupture de géomatériaux. failure limit equilibrium methods numerical modelling plasticity pore pressure slopes...
Journal Articles
Analytical and combined numerical methods evaluating pore water pressure on tunnels
Available to Purchase
Journal:
Géotechnique
Geotechnique (2010) 60 (2): 141–145.
Published: 15 December 2009
... modelling pore pressure tunnels One of the main issues in tunnel maintenance is the hydraulic deterioration of the drainage system. In tunnels acting as drains, hydraulic deterioration of the drainage system develops pore water pressure on the tunnel lining, and its magnitude is significantly...
Journal Articles
Aznalcóllar dam failure. Part 2: Stability conditions and failure mechanism
Available to Purchase
Journal:
Géotechnique
Geotechnique (2006) 56 (3): 185–201.
Published: 01 April 2006
..., which were controlled by the history of embankment construction and the process of pore pressure dissipation the increment of pore water pressure due to the rapid loading induced by the displaced embankment the dissipation that had occurred since the failure on 25 April 1998, presumably under...
Journal Articles
Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing
Available to Purchase
Journal:
Géotechnique
Geotechnique (2005) 55 (10): 759–764.
Published: 01 December 2005
...B. Indraratna; M. Jayanathan 11 01 2005 17 10 2005 © 2005 Thomas Telford Ltd 2005 clays laboratory tests pore pressure rocks/rock mechanics shear strength Pressure transducers were connected to the fluid lines to measure confining pressure and pore pressure...
Journal Articles
Reappraisal of vertical motion effects on soil liquefaction
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Journal:
Géotechnique
Geotechnique (2004) 54 (10): 671–676.
Published: 01 December 2004
...J. Yang 11 07 2003 13 10 2003 © 2004 Thomas Telford Ltd 2004 dynamics earthquakes liquefaction partial saturation pore pressure Ground motion induced by an earthquake is in general characterised by a vector with its components along the vertical and two...
Journal Articles
A new technique for rapid measurement of continuous soil moisture characteristic curves
Available to Purchase
Journal:
Géotechnique
Geotechnique (2004) 54 (3): 179–186.
Published: 01 April 2004
... des essais de baisse capillaire. Cet exposé montre également le comportement du tensiomètre et les caractéristiques des courbes SMC. drainage laboratory equipment partial saturation pore pressure standards suction In unsaturated soils, owing to the existence of air and water...
Journal Articles
A hypothesis for mitigation of risk of liquefaction
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Journal:
Géotechnique
Geotechnique (2003) 53 (9): 833–838.
Published: 01 November 2003
... respectively. It is evident that, as the degree of saturation is reduced, the excess pore pressure developed decreases rapidly, and the response tends towards that corresponding to drained conditions. In the test carried out on the specimen with a degree of saturation of 0·96%, the response is similar...
Journal Articles
The two-dimensional consolidation theory of electro-osmosis
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Journal:
Géotechnique
Geotechnique (2003) 53 (8): 759–763.
Published: 01 October 2003
...J. Q. Su; Z. Wang 06 03 2003 09 06 2003 © 2003 Thomas Telford Ltd 2003 pore pressure consolidation Studies on the application of electro-osmosis in ground improvement include Casagrande 1948 , 1983 , Bjerrum et al. (1967) , Esrig & Gemeinhardt (1967...
Journal Articles
Determination of the coefficient of consolidation using a least squares method
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Journal:
Géotechnique
Geotechnique (2003) 53 (7): 673–678.
Published: 01 September 2003
...A. H. C. Chan consolidation elasticity permeability pore pressure stiffness theoretical analysis (2) T = c v t H d 2 (3) ρ t = U ρ ∞ where cv is the coefficient of consolidation, t the real time...
Journal Articles
Soil matrix suction: some examples of its measurement and application in geotechnical engineering
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Journal:
Géotechnique
Geotechnique (2003) 53 (2): 241–253.
Published: 01 March 2003
... d'utiliser ces moyens ainsi que des conseils sur la façon d'interpréter les résultats. field instrumentation laboratory equipment partial saturation pore pressure site investigation suction The study of soil moisture is considerably older than the study of soil mechanics. Buckingham (1907...
Journal Articles
The concept of effective stress for soil, concrete and rock
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Journal:
Géotechnique
Geotechnique (1997) 47 (1): 61–78.
Published: 01 February 1997
... stresses and pore pressures. This general and more comprehensive expression is then tested against the experimental evidence. The expression may be specialized for (a) granular materials with separate grains with contact points and (b) solid rock with interconnected pores. The new expression...
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