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 46
Two kinds of specimens were used in the tests: unsaturated compacted specimen and pre-consolidated specimen. For compacted specimen, the powdered soil sample was mixed with the required amount of water to reach a specific water content ...
الصفحة 47
2.3 Effects of stress state and density on SWCC 2.3.1 Test procedure For wetting tests on compacted specimens by ... A specific air pressure greater than the absolute initial pore-water pressure was applied to the specimen with the mean ...
الصفحة 48
Figure 6 shows the SWCCs for two unsaturated compacted specimens A and B with different initial void ratios, obtained from drying tests under the same constant isotropic net stresses of 20 kPa. The drying tests were conducted after two ...
الصفحة 50
of triaxial shear tests were performed on compacted specimens subjected to different maximum suctions. 2.4.1 Test procedure Three specimens with the initial void ratio of about 1.27 were made by compacting the powdered Pearl clay with ...
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 ... which can be also explained by the difference in the pore size distribution of the two specimens.

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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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QR code for Unsaturated Soils: Research & Applications
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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