Unsaturated Soils: Research & ApplicationsUnsaturated 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 Behavi |
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النتائج 6-10 من 75
الصفحة 61
... results in a relatively large porosity and, consequently, in a reduction of strength. Although clay type is often dictated by local availability, it is still essential to have a good knowledge of the clay characteristics in order ...
... results in a relatively large porosity and, consequently, in a reduction of strength. Although clay type is often dictated by local availability, it is still essential to have a good knowledge of the clay characteristics in order ...
الصفحة 68
... with soil suction reflect some development over time, with the adoption of the soil water characteristic curve to help explain the behavior of collapsible sandy soils and of well-graded aggregates used in pavement construction.
... with soil suction reflect some development over time, with the adoption of the soil water characteristic curve to help explain the behavior of collapsible sandy soils and of well-graded aggregates used in pavement construction.
الصفحة 81
Many studies have been carried out to investigate the characteristics of recycled materials under saturated conditions. However, only few studies have been performed to investigate the Water-Characteristic Curve (WCC), permeability and ...
Many studies have been carried out to investigate the characteristics of recycled materials under saturated conditions. However, only few studies have been performed to investigate the Water-Characteristic Curve (WCC), permeability and ...
الصفحة 82
Many researchers have studied the characteristics of recycled materials under saturated conditions. ... The objective of this paper is to study the Water Characteristic Curve (WCC) and permeability under drying and wetting processes of ...
Many researchers have studied the characteristics of recycled materials under saturated conditions. ... The objective of this paper is to study the Water Characteristic Curve (WCC) and permeability under drying and wetting processes of ...
الصفحة 84
Water characteristic curve of RCA. Figure 2. Grain-size distribution of the recycled materials. Figure 4. Water characteristic curve of RAP. 4.2 Water characteristic curve Figures 3–5 show that the Water Characteristic Curves (WCC) of ...
Water characteristic curve of RCA. Figure 2. Grain-size distribution of the recycled materials. Figure 4. Water characteristic curve of RAP. 4.2 Water characteristic curve Figures 3–5 show that the Water Characteristic Curves (WCC) of ...
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المحتوى
| 43 | |
| 127 | |
Constitutive modelling | 283 |
Numerical modelling | 479 |
Micro and macro structure | 667 |
Small strain and dynamic response | 747 |
Thermal effects8212desiccation | 805 |
Shrink8212swell | 867 |
Water retention characteristics | 939 |
Unsaturated flow and hydraulic conductivity | 1045 |
Slope stability | 1225 |
Shear strength | 1299 |
Field studies | 1357 |
Instrumentation and experimental techniques | 1529 |
Retaining structures foundations and pavements | 1755 |
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عبارات ومصطلحات مألوفة
analysis applied approach assumed behavior calculated characteristic clay collapse compacted compression conducted considered constant constitutive model controlled corresponding coupled crack curve decrease defined deformation degree of saturation density depends described determined developed distribution effective stress elastic element Engineering equation et al expansive experimental expressed Figure flow function Geotechnical given higher hydraulic increase influence initial International Journal Khalili layer limit loading material matric suction mean measured mechanical method modulus moisture numerical observed obtained parameters particles path performed phase plastic pore pore water predicted presented pressure properties proposed rated REFERENCES relationship relative Research respectively response sample sand shear shear strength shows simulation slope specimens strain structure suction surface swelling Table temperature tests tion triaxial unsaturated soils values variables variation void ratio volume volumetric water content wetting yield