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 97
الصفحة 65
Calcareous salts form weak bonds between particles that soften upon wetting. ... 2008 and Brink, 2011) as it can provide inter-particle bonds holding the structure in a loose arrangement, until wetting reduces the suction. Figure 2.
Calcareous salts form weak bonds between particles that soften upon wetting. ... 2008 and Brink, 2011) as it can provide inter-particle bonds holding the structure in a loose arrangement, until wetting reduces the suction. Figure 2.
الصفحة 81
The RCA, RAP, SS and CS with smaller particle sizes, have higher air-entry value, higher water-entry value and lower ... The experimental results also showed that the RCA and RAP with smaller particles sizes have lower values of φ′ and ...
The RCA, RAP, SS and CS with smaller particle sizes, have higher air-entry value, higher water-entry value and lower ... The experimental results also showed that the RCA and RAP with smaller particles sizes have lower values of φ′ and ...
الصفحة 86
Permeability functions of steel slag and copper slag. high contents of sand size particles (RCA1, RAP1, SS and CS) decreased significantly at matric suction higher than 1 kPa. As a result, the permeability of the specimen with high ...
Permeability functions of steel slag and copper slag. high contents of sand size particles (RCA1, RAP1, SS and CS) decreased significantly at matric suction higher than 1 kPa. As a result, the permeability of the specimen with high ...
الصفحة 87
Figure 11 shows that the recycled materials with bigger particle sizes (RCA2 and RAP2) have higher deviator stress than those with smaller particle sizes (RCA1 and RAP1) at a given matric suction for the same confining pressure.
Figure 11 shows that the recycled materials with bigger particle sizes (RCA2 and RAP2) have higher deviator stress than those with smaller particle sizes (RCA1 and RAP1) at a given matric suction for the same confining pressure.
الصفحة 88
This can be attributed to the fact that the particle sizes of RCA2 and RAP2 are larger than those of RCA1 and RAP1. ... area between water menisci and soil particles due to the increase in matric suction (Vanapalli et al., 1996).
This can be attributed to the fact that the particle sizes of RCA2 and RAP2 are larger than those of RCA1 and RAP1. ... area between water menisci and soil particles due to the increase in matric suction (Vanapalli et al., 1996).
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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 |
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 |