1.

Record Nr.

UNINA9910455289703321

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.]

Pubbl/distr/stampa

Reston, Va., : Geo Institute, American Society of Civil Engineers, c2009

ISBN

0-7844-7293-9

Descrizione fisica

1 online resource (120 p.)

Collana

Geotechnical special publication ; ; no. 194

Altri autori (Persone)

GeLouis

Disciplina

624.1/51

Soggetti

Road materials

Soils

Engineering geology - Instruments

Pavements

Electronic books.

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Note generali

Description based upon print version of record.

Nota di bibliografia

Includes bibliographical references and indexes.

Nota di contenuto

""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



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""

2.

Record Nr.

UNISA996385639503316

Autore

Cheke John, Sir, <1514-1557.>

Titolo

The hurt of sedicion howe greueous it is to a commune welth [[electronic resource]]

Pubbl/distr/stampa

[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]

Descrizione fisica

[120] p. : ill

Soggetti

Kett's Rebellion, 1549

Sedition

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Note generali

By Sir John Cheke.

Printer's name and address from colophon.

Signatures: A-G H⁴.

Running title reads: The true subiect to the rebell.

Reproduction of the original in the British Library.

Sommario/riassunto

eebo-0018