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 47
For a given soil, the mineralogical composition and soil structure should not change largely during loading and/ or wetting/drying, the void ratio, stress-history and stress state may be main factors affecting the SWCC when the soil is ...
الصفحة 48
Therefore, from the view of constitutive modeling of unsaturated soil behaviour, the effect of the stress-state on the SWCC is not necessary to be considered. Figure 6 shows the SWCCs for two unsaturated compacted specimens A and B with ...
الصفحة 49
2007a). the change in the SWCC is obvious during loading and/or suction change. A simple method is proposed to use void ratio as a void quantity to take the change in void into consideration. Figure 8 shows the measured relation between ...
الصفحة 51
For almost the same density, SWCC of pre-consolidated specimen is located at the right side of that of compacted one and thus the air-entry value of preconsolidated specimen is greater than that of comFigure 11. SWCCs and deformation of ...
الصفحة 63
Unsaturated soil theory relies heavily on Soil Water Characteristic Curves (SWCC), which can be established experimentally. The primary use of an SWCC is to convert moisture content, which is easily determined, to matric suction.

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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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