Unsaturated Soils: Research & Applications

الغلاف الأمامي
Nasser Khalili, Adrian Russell, Arman Khoshghalb
CRC Press, 05‏/06‏/2014 - 1872 من الصفحات
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Unsaturated Soils: Research and Applications contains 247 papers presented at 6th International Conference on Unsaturated Soils (UNSAT2014, Sydney, Australia, 2-4 July 2014). The two volumes provide an overview of recent experimental and theoretical advances in a wide variety of topics related to unsaturated soil mechanics:

- Unsaturated Soil Behavior
- Experimentation
- Modelling
- Case Histories
- Geotechnical Engineering Problems
- Multidisciplinary and New Areas

Unsaturated Soils: Research and Applications presents a wealth of information, and is of interest to researchers and practising engineers in soil mechanics and geotechnical engineering.

These proceedings are dedicated to Professor Geoffrey E. Blight (1934-2013), who passed in November 2013.

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الصفحة vi
... C. Moyne, M.A. Murad& S.A. Lima Effects of wetting on mechanical behavior and particle crushing of a mudstone particle mixture J.-J. Wang, M.-W. Liu, H.-P. Zhang, D.-Y. Wang & W.-J. Deng Principle of effective stress for unsaturated ...
الصفحة 6
When a fine-grained soil is subjected to a subfreezing temperature, part of the water in the soil pores first solidifies into ice, i.e. pore ice particles. Close to soil and ice particles, a film of unfrozen water remains.
الصفحة 32
Capillary water will only contribute to inter-particle stress (the second term of eq. (2)) through surface tension and negative pore water pressure, which unavoidably leads to small or zero inter-particle stress when soil is dry or ...
الصفحة 40
simulating inter-particle stress due to capillary water. A number of models based on consideration of idealized grain, pore, and liquid geometry provide insight into capillary-induced intergranular forces and the SSCC.
الصفحة 58
Particle size distribution can have a marked effect on the mechanical properties of compacted earth. Wu et al. (2012) studied the effect of grain size distribution on compressive strength by mixing a natural soil (clay-silt 88.59% and ...

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Unsaturated Soils: Research & Applications
<span dir=ltr>Nasser Khalili</span>‏,<span dir=ltr>Adrian Russell</span>‏,<span dir=ltr>Arman Khoshghalb</span>‏
معاينة محدودة - 2014
Unsaturated Soils: Research & Applications
<span dir=ltr>Nasser Khalili</span>‏,<span dir=ltr>Adrian Russell</span>‏,<span dir=ltr>Arman Khoshghalb</span>‏
لا تتوفر معاينة - 2014
Unsaturated Soils: Research & Applications
<span dir=ltr>Nasser Khalili</span>‏,<span dir=ltr>Adrian Russell</span>‏,<span dir=ltr>Arman Khoshghalb</span>‏
لا تتوفر معاينة - 2014

عبارات ومصطلحات مألوفة

Alonso analysis applied behavior of unsaturated bentonite Bishop’s Boom Clay Canadian Geotechnical Journal capillary characteristic curve clay collapse compression constant constitutive model crack cyclic decrease deformation degree of saturation dry density effective stress elastic Engineering equation experimental Francis Group Fredlund Geotechnical Engineering Géotechnique hydraulic hydraulic conductivity hydro-mechanical increase increment initial isotropic Khalili Khoshghalb Eds layer loading material matric suction measured method model for unsaturated moisture content numerical parameters particles permeability phase plastic pore air pore water pressure porosity predicted rainfall rated soils Research & Applications Russell & Khoshghalb sample sand shear modulus shear strength shown in Figure shows simulation slope soil mechanics soil skeleton soil suction specimens stress paths stress state variables SWCC swelling temperature thermal tion triaxial tests unsaturated soils values void ratio volume change volumetric water content water retention curve wetting yield surface

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العنوانUnsaturated Soils: Research & Applications
Pharmacy Education Series
المُحررونNasser Khalili, Adrian Russell, Arman Khoshghalb
الإصدارمزود بصور توضيحية
الناشرCRC Press, 2014
رقم ISBN (الرقم الدولي المعياري للكتاب)1138001503, 9781138001503
عدد الصفحات1872 من الصفحات
  
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