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1. |
Record Nr. |
UNINA9910455289703321 |
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Titolo |
Soils and rock instrumentation, behavior, and modeling [[electronic resource] ] : selected papers from the 2009 GeoHunan International Conference, August 3-6, 2009, Changsha, Hunan, China / / hosted by Changsha University of Science and Technology, China ; co-sponsored by ASCE Geo-Institute, USA ... [et al.] ; edited by Louis Ge ... [et al.] |
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Pubbl/distr/stampa |
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Reston, Va., : Geo Institute, American Society of Civil Engineers, c2009 |
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ISBN |
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Descrizione fisica |
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1 online resource (120 p.) |
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Collana |
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Geotechnical special publication ; ; no. 194 |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Road materials |
Soils |
Engineering geology - Instruments |
Pavements |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and indexes. |
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Nota di contenuto |
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""Cover""; ""Contents""; ""Grout Efficiency of Lifting Structure in Soft Clay""; ""Modeling Resilient Modulus of Unbound Granular Materials under Repeated Loading""; ""Study on the Deformation and Evolution Mechanism of Soil-Rock-Mixture Slope under Excavation Disturbance""; ""Development and Application of Constitutive Model for Simulation of Mechanical Behavior of Granular Material""; ""Application of Fuzzy Sets to Geological Strength Index (GSI) System Used in Rock Slope""; ""Measurement of Soil Air Suction Change during Freezing-Thawing Process"" |
""Investigation of the Performance of Flexible Airport Pavements under Moving Aircraft Wheel Loads with Wander Using Finite Element Analysis""""Characteristics of Pore Pressure and Volume Change during Undrained Loading of Unsaturated Compacted Granite Soil""; ""Sonic Wave Testing Technique in Lamellar Rock Mass""; ""The Pumping Test Data Analyses of Andesite Rock Blocks Aquifer with Varied Hydraulic Boundaries by Generalized Radial Flow Model""; ""Constitutive Model of |
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Soil-Structure Interface under Constant Stress Increment Ratio Stress Paths"" |
""A Dynamic Damage Statistical Constitutive Model of Rock Considering Strain Rate under Uniaxial Loading Conditions""""The Application of PFWD in Sub-Grade Compactness Test""; ""Research on the Disturbed State Concept for Soft Clay Roadbed""; ""Numerical Simulation of Soil-Pile Interaction in Expansive Soils Foundation""; ""Indexes""; ""Author Index""; ""Subject Index"" |
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2. |
Record Nr. |
UNISA996385639503316 |
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Autore |
Cheke John, Sir, <1514-1557.> |
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Titolo |
The hurt of sedicion howe greueous it is to a commune welth [[electronic resource]] |
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Pubbl/distr/stampa |
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[Imprynted at London, : By Iohn Daye dwellyng ouer Aldersgate, and Wylliam Seres, dwellyng in Peter Colledge. These bokes are to be sold at the newe shop by the lytle Conduyte in Chepesyde], M.ccccc.xlix. [1549] |
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Descrizione fisica |
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Soggetti |
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Kett's Rebellion, 1549 |
Sedition |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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By Sir John Cheke. |
Printer's name and address from colophon. |
Signatures: A-G Hâ´. |
Running title reads: The true subiect to the rebell. |
Reproduction of the original in the British Library. |
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Sommario/riassunto |
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