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Constitutive modeling of geomaterials- [electronic resource] : principles and applications
Constitutive modeling of geomaterials- [electronic resource] : principles and applications
상세정보
- 자료유형
- 단행본
- International Standard Book Number
- 9780203868843 (electronic bk.)
- International Standard Book Number
- 0203868846 (electronic bk.)
- International Standard Book Number
- 9780415557269
- International Standard Book Number
- 0415557267
- Library of Congress Call Number
- TA710-.N258 2012eb
- Dewey Decimal Classification Number
- 624.1/5136-23
- Main Entry-Personal Name
- Nakai, Teruo.
- Publication, Distribution, etc. (Imprint
- Boca Raton, FL : Taylor & Francis, 2012
- Physical Description
- 1 online resource.
- Bibliography, Etc. Note
- Includes bibliographical references and index.
- Summary, Etc.
- 요약"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 45ʻ 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"--해제Provided by publisher.
- Subject Added Entry-Topical Term
- Soil mechanics
- Subject Added Entry-Topical Term
- Soils Mathematical models
- Subject Added Entry-Topical Term
- Foundations
- Subject Added Entry-Topical Term
- TECHNOLOGY & ENGINEERING / Civil / General.
- Subject Added Entry-Topical Term
- TECHNOLOGY & ENGINEERING / Civil / Soil & Rock.
- Additional Physical Form Entry
- Print versionNakai, Teruo. Constitutive modeling of geomaterials. Boca Raton, FL : Taylor & Francis, 2012 9780415557269 (DLC) 2012016097 (OCoLC)706022718
- Electronic Location and Access
- 로그인을 한후 보실 수 있는 자료입니다.
- Control Number
- joongbu:397523
MARC
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■24510▼aConstitutive modeling of geomaterials▼h[electronic resource] ▼bprinciples and applications▼cTeruo Nakai
■260 ▼aBoca Raton, FL▼bTaylor & Francis▼c2012
■300 ▼a1 online resource.
■504 ▼aIncludes bibliographical references and index.
■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 45ʻ 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"--▼cProvided by publisher.
■588 ▼aDescription based on print version record.
■650 0▼aSoil mechanics
■650 0▼aSoils▼xMathematical models
■650 0▼aFoundations
■650 7▼aTECHNOLOGY & ENGINEERING / Civil / General.▼2bisacsh
■650 7▼aTECHNOLOGY & ENGINEERING / Civil / Soil & Rock.▼2bisacsh
■655 4▼aElectronic books.
■77608▼iPrint version▼aNakai, Teruo.▼tConstitutive modeling of geomaterials.▼dBoca Raton, FL : Taylor & Francis, 2012▼z9780415557269▼w(DLC) 2012016097▼w(OCoLC)706022718
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