Constitutive modeling of geomaterials principles and applications
For three-dimensional constitutive modeling in this book, attention is paid to the so-called spatially mobilized plane (SMP) on which the shear-normal stress ratio is the quadratic mean of maximum shear-normal stress ratios between two respective principal stresses
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| Format: | Book |
| Language: | English |
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Boca Raton, FL
CRC Press,
2013
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| 040 | |a UPNM |b eng |c UPNM |e rda | ||
| 090 | |a TA 710 |b .N25 2013 | ||
| 100 | 1 | |a Nakai, Teruo |e author | |
| 245 | 1 | 0 | |a Constitutive modeling of geomaterials |b principles and applications |c Teruo Nakai |
| 264 | 1 | |a Boca Raton, FL |b CRC Press, |c 2013 | |
| 264 | 4 | |c © 2013 | |
| 300 | |a xix, 353 pages |b illustrations |c 24 cm | ||
| 336 | |a text |2 rdacontent | ||
| 337 | |a unmediated |2 rdamedia | ||
| 338 | |a volume |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index | ||
| 505 | 0 | |a Introduction; Chapter 2 -- Fundamentals of conventional elastoplasticity; Chapter 3 --Modeling of one-dimensional soil behavior; Chapter 4 --Ordinary modeling of three-dimensional soil behavior; Chapter 5 --Unified modeling of three-dimensional soil behavior based on the tij concept; Chapter 6 -- Three-dimensional modeling of various soil features based on the tij concept; Chapter 7 -- Conclusions of Part 1; Chapter 8 -- Introduction to numerical and physical modeling; Chapter 9 -- Tunneling. Chapter 10 -- Earth pressure of retaining walls and bearing capacity of foundationsChapter 11 -- Reinforced soils; Chapter 12 -- Localization and shear band development in element tests; | |
| 520 | |a For three-dimensional constitutive modeling in this book, attention is paid to the so-called spatially mobilized plane (SMP) on which the shear-normal stress ratio is the quadratic mean of maximum shear-normal stress ratios between two respective principal stresses | ||
| 592 | |a IN/30915 |b 14/03/2016 |c RM 616.05 |h Bookline Services | ||
| 650 | 0 | |a Soil mechanics | |
| 650 | 0 | |a Soils |x Mathematical models | |
| 650 | 0 | |a Foundations | |
| 999 | |a vtls000055715 |c 98694 |d 98694 | ||