Experimental and applied modeling of unsaturated soils : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Cent...
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| Corporate Authors: | , , |
|---|---|
| Other Authors: | , , |
| Format: | eBook |
| Language: | English |
| Published: |
Reston, Va. :
American Society of Civil Engineers,
©2010.
|
| Series: | Geotechnical special publication ;
no. 202. |
| Subjects: | |
| ISBN: | 9780784473429 0784473420 9780784411032 0784411034 |
| Physical Description: | 1 online resource (vi, 228 pages) : illustrations |
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Table of contents
| LEADER | 07346cam a2200493Ma 4500 | ||
|---|---|---|---|
| 001 | kn-ocn742513445 | ||
| 003 | OCoLC | ||
| 005 | 20240717213016.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 100408s2010 vaua ob 101 0 eng d | ||
| 040 | |a E7B |b eng |e pn |c E7B |d OCLCQ |d CUV |d N$T |d OCLCQ |d DEBSZ |d OCLCQ |d YDXCP |d OCLCQ |d ZCU |d EBLCP |d OCLCQ |d UIU |d STF |d AZK |d VT2 |d OCLCQ |d MOR |d PIFAG |d MERUC |d OCLCQ |d U3W |d OCLCF |d WRM |d COCUF |d CEF |d NRAMU |d EZ9 |d RRP |d ICG |d VTS |d OCLCQ |d INT |d OCLCQ |d WYU |d OCLCQ |d DKC |d AU@ |d OCLCQ |d MM9 |d VLY |d UKCRE |d OCLCO |d RDF |d OCLCO |d OCLCQ |d OCLCO |d OCLCL |d NUI | ||
| 020 | |a 9780784473429 |q (electronic bk.) | ||
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| 020 | |z 9780784411032 |q (pbk.) | ||
| 020 | |z 0784411034 |q (pbk.) | ||
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| 111 | 2 | |a GeoShanghai International Conference |d (2010 : |c Shanghai, China) | |
| 245 | 1 | 0 | |a Experimental and applied modeling of unsaturated soils : |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 ©2010. | ||
| 300 | |a 1 online resource (vi, 228 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Geotechnical special publication ; |v no. 202 | |
| 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. | |
| 506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
| 520 | 3 | |a Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 28 papers examining the most current thinking and practices involving unsaturated soils. Geotechnical and civil engineers all over the world face problems with a wide range of geosystems involving materials that remain under partially saturated conditions throughout the year. The lack of education and training among engineering graduates and practitioners to deal properly with unsaturated soil conditions has resulted in faulty or excessively conservative designs, frequent construction delays, and deficient long-term performance of built infrastructure. Over the last few decades, however, the discipline of unsaturated soil mechanics has begun to receive increasing attention worldwide, providing better explanations for soil behavioral patterns than conventional saturated soil mechanics. Papers in this proceedings address, first, general characterization and constitutive behavior, and second, applied modeling and analysis. | |
| 590 | |a Knovel |b Knovel (All titles) | ||
| 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- |1 https://id.oclc.org/worldcat/entity/E39PCjD8qDjj9CTXmJdbwPqh9C | |
| 700 | 1 | |a Zhang, Xiong, |d 1971- |1 https://id.oclc.org/worldcat/entity/E39PCjFwFqXGvqmbC9fM4tRc8C | |
| 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, ©2010 |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=https://app.knovel.com/hotlink/toc/id:kpEAMUS006/experimental-and-applied?kpromoter=marc |y Full text |
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