Experimental and applied modeling of unsaturated soils proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China

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Bibliographic Details
Corporate Authors: GeoShanghai International Conference Shanghai, China), American Society of Civil Engineers., American Society of Civil Engineers. Geo-Institute.
Other Authors: Hoyos, Laureano R., 1972-, Zhang, Xiong, 1971-, Puppala, Anand J.
Format: eBook
Language: English
Published: Reston, Va. : American Society of Civil Engineers, c2010.
Series: Geotechnical special publication ; no. 202.
Subjects:
Soil mechanics > Simulation methods > Congresses.
Zone of aeration > Simulation methods > Congresses.
Soil moisture > Measurement > Congresses.
elektronické knihy
electronic books
ISBN: 9780784473429
9780784411032
Physical Description: 1 online zdroj (vi, 228 p.) : ill.

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Table of contents

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020 |a 9780784473429  |q (ebook) 
020 |z 9780784411032 
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040 |a E7B  |b eng  |c E7B  |d OCLCQ  |d CUV  |d N$T  |d OCLCQ  |d DEBSZ  |d OCLCQ  |d YDXCP  |d OCLCQ  |d ZCU 
111 2 |a GeoShanghai International Conference  |d (2010 :  |c Shanghai, China) 
245 1 0 |a Experimental and applied modeling of unsaturated soils  |h [elektronický zdroj] :  |b proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /  |c edited by Laureano R. Hoyos, Xiong Zhang, Anand J. Puppala. 
246 1 |i Available from some providers with subtitle:  |a Proceedings of the 2010 GeoShanghai International Conference 
260 |a Reston, Va. :  |b American Society of Civil Engineers,  |c c2010. 
300 |a 1 online zdroj (vi, 228 p.) :  |b ill. 
490 1 |a Geotechnical special publication ;  |v no. 202 
500 |a "Hosted by Tongji University, Shanghai Society of Civil Engineering, China, Chinese Institution of Soil Mechanics and Geotechnical Engineering, China; In cooperation with Alaska University Transportation Center, USA ... [et al.]." 
500 |a "Geo-Institute." 
504 |a Includes bibliographical references and indexes. 
505 0 |a Retention Properties and Compressibility of a Compacted Soil -- Model for Prediction of Shear Strength with Respect to Degree of Saturation -- Simple Modeling of Stress-Strain Relation for Unsaturated Soil -- Effect of Stress Paths on Shear Strength Response of Unsaturated Gassy Sand from Hangzhou Metro Project -- Novel Suction-Controlled Ring Shear Testing Apparatus for Unsaturated Soils -- Modeling Unsaturated Soil Behavior under Multiaxial Stress Paths Using a Refined Suction-Controlled Cubical Test Cell -- Effect of Saturation on Cyclic Volumetric Change of Compacted Silty Sands -- Wetting and Drying Unsaturated Soil Moisture Diffusivity Parameters -- Influence of Initial Water Content on the Collapsibility of Loess -- Treatment of Collapsible Soils by Salts Using the Double Consolidation Method -- Soil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash ---Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite -- Analytical Solution of the Barcelona Basic Model -- Fundamentals of Unsaturated Soil Modelling: Have We Got It Right? -- Elastoplastic Modelling of Hydraulic and Mechanical Behaviour of Unsaturated Expansive Soils -- Effect of Slope Terrain on Distribution of Matric Suction in Unsaturated Slopes Subjected to Rainfall -- Three-Dimensional Slope Stability Analysis of Unsaturated Soil Slopes Subject to Reservoir Water Level Fluctuations -- Effect of Environmental Conditions on Stability of an Unsaturated Soil Slope -- Failure Mechanism of Unsaturated Volcanic Slopes Due to Rainfall and Freeze-Thaw Actions -- Centrifuge Model Tests of Slopes with Weak Layer under Rainfall -- Development of Shrinkage Model for Clays Based on Moisture Variation -- Slope Stability Analysis of Railway Embankments Considering the Effects of Vegetation and Capillarity ---Stabilization of Embankment on Expansive Soil : A Case Study -- An Empirical Method for Predicting Foundation Heave Rate in Expansive Soil -- Effect of Water Sources on Water Migration in the Vadose Zone -- Signal Processing of Water Level Fluctuations in a Sloping Sandy Beach Modeled in a Laboratory Wave Canal -- Non-Destructive Measurements of Unsaturated Seepage Flow Using Surface Ground-Penetrating Radar -- Unified Solutions for Unsaturated Soil Shear Strength and Active Earth Pressure -- 
590 |a Knovel Library  |b ACADEMIC - Civil Engineering & Construction Materials 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty univerzity 
650 0 |a Soil mechanics  |x Simulation methods  |v Congresses. 
650 0 |a Zone of aeration  |x Simulation methods  |v Congresses. 
650 0 |a Soil moisture  |x Measurement  |v Congresses. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
700 1 |a Hoyos, Laureano R.,  |d 1972- 
700 1 |a Zhang, Xiong,  |d 1971- 
700 1 |a Puppala, Anand J. 
710 2 |a American Society of Civil Engineers. 
710 2 |a American Society of Civil Engineers.  |b Geo-Institute. 
776 0 8 |i Print version:  |a GeoShanghai International Conference (2010 : Shanghai, China).  |t Experimental and applied modeling of unsaturated soils.  |d Reston, Va. : American Society of Civil Engineers, c2010  |z 9780784411032  |w (DLC) 2010012086  |w (OCoLC)606234346 
830 0 |a Geotechnical special publication ;  |v no. 202. 
856 4 0 |u https://proxy.k.utb.cz/login?url=http://app.knovel.com/hotlink/toc/id:kpEAMUS006/experimental_and_applied_modeling_of_unsaturated_soils__proceedings_of_sessions_of_geoshanghai_2010  |y Plný text 
992 |a BK  |c KNOVEL 
999 |c 77865  |d 77865 
993 |x NEPOSILAT  |y EIZ 

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