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000826015 0247_ $$a10.1007/978-981-10-7083-9$$2doi
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000826015 1001_ $$aWang, Shuying,$$eauthor.
000826015 24510 $$aMonotonic, Cyclic and Postcyclic Shear Behavior of Low-plasticity Silt /$$cby Shuying Wang.
000826015 264_1 $$aSingapore :$$bSpringer Singapore :$$bImprint :$$bSpringer,$$c2018.
000826015 300__ $$a1 online resource (xiii, 156 pages) :$$billustrations
000826015 336__ $$atext$$btxt$$2rdacontent
000826015 337__ $$acomputer$$bc$$2rdamedia
000826015 338__ $$aonline resource$$bcr$$2rdacarrier
000826015 347__ $$atext file$$bPDF$$2rda
000826015 504__ $$aIncludes bibliographical references.
000826015 5050_ $$aIntro; Preface; Contents; Nomenclature; 1 Introduction; 1.1 Definition of Low-plasticity Silt; 1.2 Distribution of Low-plasticity Silt; 1.3 Research Significance; 1.4 Research Background; 1.4.1 Soil Specimen Preparation for Laboratory Testing; 1.4.2 Monotonic Shear Behavior of Low-plasticity Silt; 1.4.3 Liquefaction of Low-plasticity Silt; 1.4.4 Postcyclic Compressibility of Low-plasticity Silt; 1.4.5 Postcyclic Shear Behavior of Low-plasticity Silt; 1.4.6 Effect of Cyclic Loading Magnitude on Static Behavior; 1.4.7 Reliquefaction Characteristics; 1.5 Soil Material Tested in This Study.
000826015 5058_ $$a1.6 Scope of This BookReferences; 2 Preparation Approach of Low-plasticity Silt Specimens for Triaxial Testing; 2.1 Specimen Reconstitution; 2.1.1 Reconstitution Procedures; 2.1.2 Specimen Uniformity; 2.2 Specimen Preparation for Testing; 2.2.1 Specimen Movement; 2.2.2 Disturbance During Handling and Moving of the Specimen; 2.3 Replication; 2.3.1 Monotonic Triaxial Tests; 2.3.2 Cyclic Triaxial Test; 2.4 Summary; References; 3 Monotonic Shear Behavior of Low-plasticity Silt and Its Change with Soil Plasticity; 3.1 Testing Program; 3.2 Monotonic Shear Behavior of Low-plasticity Silt.
000826015 5058_ $$a3.2.1 Stress-Strain Behavior of Low-plasticity Silt3.2.2 Effective Friction Angle; 3.2.3 Critical State; 3.3 Normalized Behavior of Low-plasticity Silt; 3.4 Effect of Plasticity Index on Silt Behavior; 3.4.1 Stress-Strain Behavior of Silt-Bentonite Mixture; 3.4.2 Undrained Shear Strength; 3.5 Discussion; 3.6 Summary; References; 4 Liquefaction Characteristics of Low-plasticity Fine-Grained Soil; 4.1 Testing Program; 4.2 Cyclic Behavior of Low-plasticity Silt; 4.2.1 Effect of Initial Consolidation Conditions; 4.2.2 Effect of Plasticity; 4.3 Reexamination of Laboratory Data.
000826015 5058_ $$a4.3.1 Collection of Laboratory Data4.3.2 Variation of Liquefaction Resistance with Plasticity Index; 4.3.3 Potential Application; 4.4 Summary; References; 5 Postcyclic Compressibility of Low-plasticity Silt; 5.1 Testing Program; 5.2 Permeability; 5.3 Compression and Recompression Indices; 5.4 Magnitude of Compressibility After Liquefaction; 5.5 Effect of Plasticity on Postcyclic Compressibility; 5.6 Summary; References; 6 Postcyclic Shear Behavior of Low-plasticity Silt; 6.1 Testing Procedure; 6.2 Effect of CSR on Postliquefaction Shear Behavior.
000826015 5058_ $$a6.3 Shear Behavior of Postcyclic Specimens with Reconsolidation6.3.1 Postcyclic Undrained Monotonic Shear Behavior; 6.3.2 Effect of OCR on Postcyclic Undrained Monotonic Shear Strength; 6.3.3 Effect of \sigma_{{\rm c}}^{{\prime }} on Postcyclic Undrained Monotonic Shear Behavior; 6.4 Shear Behavior of Postcyclic Specimens without Reconsolidation; 6.4.1 Postcyclic Undrained Monotonic Shear Behavior; 6.4.2 Effect of OCR on Postcyclic Undrained Monotonic Shear Strength; 6.5 Change of Critical State Line Due to Cyclic Loading; 6.6 Effect of Reconsolidation Level on Postcyclic Behavior.
000826015 506__ $$aAccess limited to authorized users.
000826015 520__ $$aThis book gathers the main research findings on monotonic, cyclic and postcyclic shear behavior of low-plasticity. Drawing on the low-plasticity silt from the Mississippi River Valley, it determines that the silt’s critical state line can be changed due to liquefaction, and thus offers valuable insights and reference data for further investigations on soil mechanics and engineering applications to verify the above research findings. Low-plasticity silt with a plasticity index of less than 10, though commonly found around the world, nonetheless differs greatly from sand and clay in terms of its shear behavior. Failure to take into account the differences in shear characteristics between silt, clay and sand will lead to overconservative designs of offshore structures. In particular, dynamic loading from earthquakes, trains and ocean waves can set off the liquefaction of low-plasticity silt, and with it, major disasters and losses of properties. Additionally, some civil infrastructures have failed not only due to cyclic loading during an earthquake, but also due to reduction of shear strength or stiffness after that. .
000826015 650_0 $$aEarth sciences.
000826015 650_0 $$aNatural disasters.
000826015 650_0 $$aGeotechnical engineering.
000826015 650_0 $$aEngineering geology.
000826015 650_0 $$aFoundations.
000826015 650_0 $$aHydraulics.
000826015 77608 $$iPrint version: $$z9789811070822
000826015 852__ $$bebk
000826015 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-981-10-7083-9$$zOnline Access$$91397441.1
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000826015 980__ $$aEBOOK
000826015 980__ $$aBIB
000826015 982__ $$aEbook
000826015 983__ $$aOnline
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