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 |
من داخل الكتاب
النتائج 6-10 من 85
الصفحة 47
Figure 2. Photo of oedometer-type pressure plate apparatus. Figure 3. Stress paths for wetting tests in (a) isotropic stress and (b) triaxial stress. stress state, and temperature, etc. For a given soil, the mineralogical composition ...
Figure 2. Photo of oedometer-type pressure plate apparatus. Figure 3. Stress paths for wetting tests in (a) isotropic stress and (b) triaxial stress. stress state, and temperature, etc. For a given soil, the mineralogical composition ...
الصفحة 59
Figure 3. Stiffness and strength of earth mixes with different clay-silt fractions (after Wu et al. 2012). Suction tends to increase with axial strain for the specimens characterised by a high value of water content while tends to ...
Figure 3. Stiffness and strength of earth mixes with different clay-silt fractions (after Wu et al. 2012). Suction tends to increase with axial strain for the specimens characterised by a high value of water content while tends to ...
الصفحة 102
Figure 7. Changes in unconfined compression strength of the Callovo-Oxfordian claystone (Pham et al. 2007). Figure 6. Conceptual model of the COx microstructure (ANDRA 2005). A conceptual model of the COx microstructure is presented in ...
Figure 7. Changes in unconfined compression strength of the Callovo-Oxfordian claystone (Pham et al. 2007). Figure 6. Conceptual model of the COx microstructure (ANDRA 2005). A conceptual model of the COx microstructure is presented in ...
الصفحة 111
Figure 4c. Apparent cohesion versus estimated matrix suction from data of Tarantino & Tombolato (2005)— direct shear on compacted kaolin. 3.2 The low matrix suction range In this range, capillary suction is assumed to be relevant, ...
Figure 4c. Apparent cohesion versus estimated matrix suction from data of Tarantino & Tombolato (2005)— direct shear on compacted kaolin. 3.2 The low matrix suction range In this range, capillary suction is assumed to be relevant, ...
الصفحة 112
Figure 8. Data for Jossigny clayey silt. from the lower matrix suction region taken from Figure 5. It is noted that whereas the high matrix suction lines are different (but almost parallel), the two low matrix suction points are ...
Figure 8. Data for Jossigny clayey silt. from the lower matrix suction region taken from Figure 5. It is noted that whereas the high matrix suction lines are different (but almost parallel), the two low matrix suction points are ...
ما يقوله الناس - كتابة مراجعة
لم نعثر على أي مراجعات في الأماكن المعتادة.
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 |
طبعات أخرى - عرض جميع المقتطفات
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
معلومات المراجع
| العنوان | Unsaturated Soils: Research & Applications |
| المُحررون | Nasser Khalili, Adrian Russell, Arman Khoshghalb |
| الناشر | CRC Press, 2014 |
| رقم ISBN (الرقم الدولي المعياري للكتاب) | 1315749580, 9781315749587 |
| عدد الصفحات | 1872 من الصفحات |
| تصدير الاقتباس | BiBTeX EndNote RefMan |