Theoretical and Numerical Unsaturated Soil Mechanics: 113 (Springer Proceedings in Physics)


Many seminal contributions have been published in this area during the past two decades, and this book represents yet another important contribution to the field.

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Altogether 23 technical papers are included in this book. The contributions cover topics ranging from thermo-hydromechanical modeling Sign In or Create an Account. Close mobile search navigation Article navigation.

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Research Article May 01, Nasser Khalili Nasser Khalili. Vadose Zone Journal 9 2: Journal of Engineering Mechanics 5: Benchmark of constitutive models for unsaturated soils. Remediation of an eroded steep slope in weathered sandstone after a major rainstorm. International Conference on Landslides, Hong Kong. Manual of soil laboratory testing, 3: A general theory of uniqueness and stability in elastoplastic solids.

Journal of the Mechanics and Physics of Solids 6 3: Remarks on the constitutive modelling of unsaturated soils. Soils, Tarantino A, Mancuso C eds. Lade PV, Pradel D.

Canadian Geotechnical Journal

Instability and plastic flow of soils. Journal of Engineering Mechanics 1: Hydro-mechanical modeling of landslides with a material instability criterion.

References

Unstable behaviour of sand and its implication for slope instability. A new procedure for the determination of the soil water retention curves by continuous drying using high suction tensiometers. Universiti Teknologi Malaysia and UTM Libraries shall not be liable for any loss or damage caused by the usage of any information obtained from this website. In collaboration with the company Wykeham Farrance Limited one of the largest international manufacturers of soil testing equipment and co-workers at Durham University , Dr Gallipoli developed a tensiometer probe capable of continuously measuring negative pore water pressures in soils at values lower than kPa. Importance of modelling degree of saturation: This probe has been used in the development of innovative laboratory and field techniques for controlling or measuring suction in unsaturated soils.

A closed form equation for effective stress in unsaturated soil. Water Resources Research Messerklinger S, Springman SM. Local radial displacement measurements of soil specimens in a triaxial test apparatus using laser transducers. Geotechnical Testing Journal 30 6: Failure, instability, and the second work increment in loose silty sand. Nuth M, Laloui L.

Download e-book for iPad: Theoretical and Numerical Unsaturated Soil Mechanics: 113 by Tom Schanz

Effective stress concept in unsaturated soils: Clarification and validation of a unified framework. An oedometer-type pressure plate SWCC apparatus.

Geotechnical Testing Journal Romero E, Jommi C. An insight into the role of hydraulic history on the volume changes and anisotropic clayey soils. On the generalized stress strain behaviour of wet clay.

In Engineering Plasticity, eds. Critical state soil mechanics. McGraw Hill, London, England. Instabilities on moraine slopes induced by loss suction: Landslide triggering experiment in a steep forested slope in Switzerland.

Lessons learnt from field tests in some potentially unstable slopes in Switzerland. An extended Cam-clay model for unsaturated soils with hydraulic hysteresis. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.

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Springer Proceedings in Physics Experimental Unsaturated Soil Mechanics. Free Preview. © Theoretical and Numerical Unsaturated Soil Mechanics. unsaturated soil mechanics springer proceedings in physics buy theoretical and thorsten m burzug theoretical and numerical unsaturated soil mechanics

Soil Science Society of American Journal Soil behaviour and critical state soil mechanics. Zhang F, Ikariya T. A new model for unsaturated soil using skeleton stress and degree of saturation as state variables.

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Soils and Foundations 51 1: Determination of shear strength of Hawaiian residual soil subjected to rainfall-induced landslides. Cited by View all 14 citing articles Rainfall-triggered slope instabilities under a changing climate: