Constitutive modeling of geomaterials: principles and applications
Preface: "When I was student (almost 40 years ago), my supervisor, Sakuro Murayama, often told us that the most important challenge in the field of soil mechanics was to establish the stress-strain-time-temperature relation of soils. Since the beginning of his academic carrier, he had pursued r...
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Boca Raton, Fla. [u.a.]
CRC Press
2013
|
| Schriftenreihe: | A Spon Press book
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Zusammenfassung: | Preface: "When I was student (almost 40 years ago), my supervisor, Sakuro Murayama, often told us that the most important challenge in the field of soil mechanics was to establish the stress-strain-time-temperature relation of soils. Since the beginning of his academic carrier, he had pursued research on a constitutive model for soils, and he summarized his experience in a thick book of almost 800 pages (Murayama 1990) when he was almost 80 years old. In his book, the elastoplasticity theory was not used in a straightforward manner, but he discussed soil behavior, focusing his attention not on the plane where shear stress is maximized, called the tmax plane or 45ʿ plane, but rather on the plane where the shear-normal stress ratio is maximized, called the (t/s)max plane or mobilized plane, because the soil behavior is essentially governed by a frictional law. In retrospect, I realize how sharp was his vision to pay attention to the mobilized plane at a time when most people looked at the tmax plane. Now, in three-dimensional conditions in which the intermediate principal stress must be considered, the plane corresponding to the tmax plane in two-dimensional conditions is the commonly used octahedral plane because the shear stress on the octahedral plane is the quadratic mean of maximum shear stresses between two respective principal stresses. 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"-- Provided by publisher. |
| Beschreibung: | XIX, 353 S. zahlr. Ill., graph. Darst. |
| ISBN: | 9780415557269 |
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| 520 | |a Preface: "When I was student (almost 40 years ago), my supervisor, Sakuro Murayama, often told us that the most important challenge in the field of soil mechanics was to establish the stress-strain-time-temperature relation of soils. Since the beginning of his academic carrier, he had pursued research on a constitutive model for soils, and he summarized his experience in a thick book of almost 800 pages (Murayama 1990) when he was almost 80 years old. In his book, the elastoplasticity theory was not used in a straightforward manner, but he discussed soil behavior, focusing his attention not on the plane where shear stress is maximized, called the tmax plane or 45ʿ plane, but rather on the plane where the shear-normal stress ratio is maximized, called the (t/s)max plane or mobilized plane, because the soil behavior is essentially governed by a frictional law. In retrospect, I realize how sharp was his vision to pay attention to the mobilized plane at a time when most people looked at the tmax plane. Now, in three-dimensional conditions in which the intermediate principal stress must be considered, the plane corresponding to the tmax plane in two-dimensional conditions is the commonly used octahedral plane because the shear stress on the octahedral plane is the quadratic mean of maximum shear stresses between two respective principal stresses. 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"-- Provided by publisher. | ||
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Datensatz im Suchindex
| _version_ | 1804149440253001728 |
|---|---|
| any_adam_object | |
| author | Nakai, Teruo |
| author_facet | Nakai, Teruo |
| author_role | aut |
| author_sort | Nakai, Teruo |
| author_variant | t n tn |
| building | Verbundindex |
| bvnumber | BV040392887 |
| callnumber-first | T - Technology |
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| callnumber-search | TA710 |
| callnumber-sort | TA 3710 |
| callnumber-subject | TA - General and Civil Engineering |
| classification_rvk | RB 10159 RB 10160 |
| ctrlnum | (OCoLC)812251875 (DE-599)BVBBV040392887 |
| dewey-full | 624.1/5136 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/5136 |
| dewey-search | 624.1/5136 |
| dewey-sort | 3624.1 45136 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen Geographie |
| format | Book |
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| illustrated | Illustrated |
| indexdate | 2024-07-10T00:23:04Z |
| institution | BVB |
| isbn | 9780415557269 |
| language | English |
| lccn | 2012016097 |
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| physical | XIX, 353 S. zahlr. Ill., graph. Darst. |
| publishDate | 2013 |
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| publisher | CRC Press |
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| spelling | Nakai, Teruo Verfasser aut Constitutive modeling of geomaterials principles and applications Teruo Nakai Boca Raton, Fla. [u.a.] CRC Press 2013 XIX, 353 S. zahlr. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier A Spon Press book Preface: "When I was student (almost 40 years ago), my supervisor, Sakuro Murayama, often told us that the most important challenge in the field of soil mechanics was to establish the stress-strain-time-temperature relation of soils. Since the beginning of his academic carrier, he had pursued research on a constitutive model for soils, and he summarized his experience in a thick book of almost 800 pages (Murayama 1990) when he was almost 80 years old. In his book, the elastoplasticity theory was not used in a straightforward manner, but he discussed soil behavior, focusing his attention not on the plane where shear stress is maximized, called the tmax plane or 45ʿ plane, but rather on the plane where the shear-normal stress ratio is maximized, called the (t/s)max plane or mobilized plane, because the soil behavior is essentially governed by a frictional law. In retrospect, I realize how sharp was his vision to pay attention to the mobilized plane at a time when most people looked at the tmax plane. Now, in three-dimensional conditions in which the intermediate principal stress must be considered, the plane corresponding to the tmax plane in two-dimensional conditions is the commonly used octahedral plane because the shear stress on the octahedral plane is the quadratic mean of maximum shear stresses between two respective principal stresses. 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"-- Provided by publisher. Mathematisches Modell Soil mechanics Soils Mathematical models Foundations TECHNOLOGY & ENGINEERING / Civil / General bisacsh TECHNOLOGY & ENGINEERING / Civil / Soil & Rock bisacsh Computersimulation (DE-588)4148259-1 gnd rswk-swf Bodenkunde (DE-588)4007379-8 gnd rswk-swf Simulation (DE-588)4055072-2 gnd rswk-swf Modell (DE-588)4039798-1 gnd rswk-swf Mathematisches Modell (DE-588)4114528-8 gnd rswk-swf Numerisches Modell (DE-588)4338132-7 gnd rswk-swf Bodenphysik (DE-588)4432839-4 gnd rswk-swf Bodenmechanik (DE-588)4007385-3 gnd rswk-swf Geomechanik (DE-588)4126903-2 gnd rswk-swf Bodenmechanik (DE-588)4007385-3 s Mathematisches Modell (DE-588)4114528-8 s DE-604 Bodenkunde (DE-588)4007379-8 s Bodenphysik (DE-588)4432839-4 s Simulation (DE-588)4055072-2 s Computersimulation (DE-588)4148259-1 s Numerisches Modell (DE-588)4338132-7 s Geomechanik (DE-588)4126903-2 s Modell (DE-588)4039798-1 s http://digitool.hbz-nrw.de:1801/webclient/DeliveryManager?pid=4634805&custom_att_2=simple_viewer Inhaltsverzeichnis |
| spellingShingle | Nakai, Teruo Constitutive modeling of geomaterials principles and applications Mathematisches Modell Soil mechanics Soils Mathematical models Foundations TECHNOLOGY & ENGINEERING / Civil / General bisacsh TECHNOLOGY & ENGINEERING / Civil / Soil & Rock bisacsh Computersimulation (DE-588)4148259-1 gnd Bodenkunde (DE-588)4007379-8 gnd Simulation (DE-588)4055072-2 gnd Modell (DE-588)4039798-1 gnd Mathematisches Modell (DE-588)4114528-8 gnd Numerisches Modell (DE-588)4338132-7 gnd Bodenphysik (DE-588)4432839-4 gnd Bodenmechanik (DE-588)4007385-3 gnd Geomechanik (DE-588)4126903-2 gnd |
| subject_GND | (DE-588)4148259-1 (DE-588)4007379-8 (DE-588)4055072-2 (DE-588)4039798-1 (DE-588)4114528-8 (DE-588)4338132-7 (DE-588)4432839-4 (DE-588)4007385-3 (DE-588)4126903-2 |
| title | Constitutive modeling of geomaterials principles and applications |
| title_auth | Constitutive modeling of geomaterials principles and applications |
| title_exact_search | Constitutive modeling of geomaterials principles and applications |
| title_full | Constitutive modeling of geomaterials principles and applications Teruo Nakai |
| title_fullStr | Constitutive modeling of geomaterials principles and applications Teruo Nakai |
| title_full_unstemmed | Constitutive modeling of geomaterials principles and applications Teruo Nakai |
| title_short | Constitutive modeling of geomaterials |
| title_sort | constitutive modeling of geomaterials principles and applications |
| title_sub | principles and applications |
| topic | Mathematisches Modell Soil mechanics Soils Mathematical models Foundations TECHNOLOGY & ENGINEERING / Civil / General bisacsh TECHNOLOGY & ENGINEERING / Civil / Soil & Rock bisacsh Computersimulation (DE-588)4148259-1 gnd Bodenkunde (DE-588)4007379-8 gnd Simulation (DE-588)4055072-2 gnd Modell (DE-588)4039798-1 gnd Mathematisches Modell (DE-588)4114528-8 gnd Numerisches Modell (DE-588)4338132-7 gnd Bodenphysik (DE-588)4432839-4 gnd Bodenmechanik (DE-588)4007385-3 gnd Geomechanik (DE-588)4126903-2 gnd |
| topic_facet | Mathematisches Modell Soil mechanics Soils Mathematical models Foundations TECHNOLOGY & ENGINEERING / Civil / General TECHNOLOGY & ENGINEERING / Civil / Soil & Rock Computersimulation Bodenkunde Simulation Modell Numerisches Modell Bodenphysik Bodenmechanik Geomechanik |
| url | http://digitool.hbz-nrw.de:1801/webclient/DeliveryManager?pid=4634805&custom_att_2=simple_viewer |
| work_keys_str_mv | AT nakaiteruo constitutivemodelingofgeomaterialsprinciplesandapplications |