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 7
The predicted frost heave and frost depth are shown in Figure 6. At an initial water content of 10%, the soil profile generates negligible frost heave. However, when the initial water content is increased to 20%, the predicted heave ...
الصفحة 28
The, now significant, changes in dry density are correctly predicted. However, the reduction of block density ... Nevertheless, the model is capable of a reasonable accurate prediction of the observed changes in density of the barrier.
الصفحة 41
Hysteretical models for prediction of the hydraulic conductivity of unsaturated porous media, Water Resources Research, 12(6), 1248–1254. Oh, S., Lu, N., Kim, T.K., and Lee, Y.H. (2013). Experimental Validation of suction stress ...
الصفحة 67
Examples of the predictions are given in Figures 9 and 10 for two blends of materials from different sources, which were found to be suitable for ... Predicted and measured resilient modulus (AustRoads, 2007); 20% RCM blend (source 1).
الصفحة 68
Predicted and measured resilient modulus (AustRoads, 2007); 20% RCM blend (source 2). matric suction. The filled data points represent the observed modulus, while the unfilled ones are the predictions. Moderate levels of suction were ...

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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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