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.

من داخل الكتاب

 
الصفحة 35
Stress path during K0 consolidation in major and minor principal stress plane: (a) total stress paths, (b) effective stress paths for a clayey sand, and (c) Ratio of horizontal stress to vertical stress K0 or ratio of horizontal ...
الصفحة 40
Microstructural definitions of continuum stresses for granular assemblies have been investigated by a number of ... modeling water retention behavior of partially saturated granular materials along hysteretic drying and wetting paths.
الصفحة 47
Stress paths for wetting tests in (a) isotropic stress and (b) triaxial stress. the imposed stress paths for performing the collapse tests under (a) isotropic stress and (b) anisotropic stress conditions.
الصفحة 49
Wetting–drying cycles performed on compacted specimen at different void ratios under isotropic net stress of 20 kPa, ... triaxial tests and the corresponding stress paths during isotropic compression loading and/or triaxial Figure 8.
الصفحة 50
Three specimens are subjected to different stress and suction paths, as shown in Figure 9. Point A indicates the initial state of all specimens. Three specimens were subjected to an isotropic total stress of 20 kPa under undrain (path ...

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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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