Dynamic Soil-Structure Interaction for Sustainable Infrastructures: Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 -- The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /
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| Meeting name: | GeoMEast International Congress and Exhibition (2nd : 2018 : Cairo, Egypt) |
|---|---|
| Imprint: | Cham : Springer, 2018. |
| Description: | 1 online resource |
| Language: | English |
| Series: | Sustainable civil infrastructures Sustainable civil infrastructures. |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11746061 |
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| 111 | 2 | |a GeoMEast International Congress and Exhibition |n (2nd : |d 2018 : |c Cairo, Egypt) |0 http://id.loc.gov/authorities/names/no2019014460 | |
| 245 | 1 | 0 | |a Dynamic Soil-Structure Interaction for Sustainable Infrastructures: Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 -- The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) / |c Deepankar Choudhury, Khalid M. El-Zahaby, Izzat Idriss, editors. |
| 264 | 1 | |a Cham : |b Springer, |c 2018. | |
| 300 | |a 1 online resource | ||
| 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 Sustainable civil infrastructures | |
| 588 | 0 | |a Online resource; title from PDF file page (EBSCO, viewed October 31, 2018). | |
| 505 | 0 | |6 880-01 |a Intro; Contents; About the Editors; Effect of Embedment on Dynamic Response of Block Foundation Under Coupled Vibration; Abstract; 1 Introduction; 2 Experimentation; 3 Elastic Half-Space Theory; 4 Results and Discussions; 4.1 Effect of Excitation Force Level; 4.2 Effect of Embedment Depth; 5 Conclusions; References; The Liquefaction Potential of Sandy Silt Layers Using the Correlation Between Penetrometer Test and SPT Test; Abstract; 1 Introduction; 2 Methods Used in the Evaluation; 2.1 Correlation Method; 2.2 Correction of the obtained value; 2.3 Semi-empirical Methods of the Liquefaction | |
| 505 | 8 | |a 2.4 The Numerical Modeling3 Case Study; 3.1 Geological Framework; 3.2 The Region's Seismicity; 4 Results and Discussions; 4.1 The Correlation Comparison; 4.2 The Correction of the Obtained Value for Each Survey; 4.3 Validation and Verification by the Numerical Modelling; 5 Conclusions; References; Seismic Soil Structure Interaction Analysis of Rigid Piled Isolated Footing for Mid Rise Building in a Weak Soil; Abstract; 1 Introduction; 2 Literature Survey; 3 Methodology; 4 Numerical Modeling; 5 Results; 6 Conclusions; 6.1 Displacements and Stresses; 6.2 Effect of Different Soil Type | |
| 505 | 8 | |a 6.3 Numerical Statistics and Economical AspectReferences; Lateral Resistance of Steel Pipe Pile with Wings by Static Cyclic Loading Tests; Abstract; 1 Introduction; 2 Lateral Loading Experiment; 2.1 Experiment Site; 2.2 Experiment Pile; 2.3 Loading Method; 3 Lateral Loading Experiment; 3.1 Pile Head Load Versus Reference Displacement; 3.2 Ground Deformation; 3.3 Properties of Bending Moment Distribution; 3.4 Subgrade Reaction of Pile Displacement at Ground Surface Position; 3.5 Effect of Pile Wings; 3.6 Effect of Wing Diameter Ratio; 3.7 Aging of Lateral Resistance of Pile After Installation | |
| 505 | 8 | |a 4 ConclusionsAcknowledgments; References; Reinforced Embankments on Soft Soil, Focus on Lateral Spreading; Abstract; 1 Introduction; 2 Large-Scale Model Tests; 3 Verification of the Model Test Results; 4 Parameter Study; 5 Comparison of Fem-Results with the Analytical Approach; 6 Modified Analytical Method; 7 Conclusion; References; Experimental Study on Lateral Resistance of Steel Pipe Pile with Wings Using the New Composite Geo-material with Magnesium Acrylate; Abstract; 1 Introduction; 2 Summary of the New Composite Geo-Material; 3 Laboratory Tests; 3.1 Unconfined Compression Test | |
| 505 | 8 | |a 3.2 Cyclic Simple Shear Test4 Results of Laboratory Tests; 4.1 Unconfined Compression Test; 4.2 Cyclic Simple Shear Test; 5 Static Cyclic Loading Tests in Actual Ground; 5.1 Experiment Site; 5.2 Experiment; 5.3 Loading Method; 6 Results of Static Cyclic Loading Tests in Actual Ground; 6.1 Pile Head Load vs. Reference Displacement; 6.2 Ground Deformation; 6.3 Characteristics of Bending Moment Distribution; 7 Conclusions; Acknowledgments; References; Vibration Isolation of Foundation Using Hdpe and Natural Geocells -- A Review; Abstract; 1 Introduction | |
| 650 | 0 | |a Earth sciences |v Congresses. | |
| 650 | 0 | |a Geotechnical engineering |v Congresses. | |
| 650 | 0 | |a Engineering design |v Congresses. | |
| 650 | 0 | |a Engineering geology |v Congresses. | |
| 650 | 0 | |a Foundations |v Congresses. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Earth sciences. |2 fast |0 (OCoLC)fst00900729 | |
| 650 | 7 | |a Engineering design. |2 fast |0 (OCoLC)fst00910453 | |
| 650 | 7 | |a Engineering geology. |2 fast |0 (OCoLC)fst00910529 | |
| 650 | 7 | |a Foundations. |2 fast |0 (OCoLC)fst00933266 | |
| 650 | 7 | |a Geotechnical engineering. |2 fast |0 (OCoLC)fst01893896 | |
| 650 | 7 | |a Civil engineering, surveying & building. |2 bicssc | |
| 650 | 7 | |a Economic geology. |2 bicssc | |
| 655 | 7 | |a Conference papers and proceedings. |2 fast |0 (OCoLC)fst01423772 | |
| 655 | 4 | |a Electronic books. | |
| 700 | 1 | |a Choudhury, Deepankar, |e editor. | |
| 700 | 1 | |a El-Zahaby, Khalid M., |e editor. | |
| 700 | 1 | |a Idriss, Izzat, |e editor. | |
| 830 | 0 | |a Sustainable civil infrastructures. |0 http://id.loc.gov/authorities/names/no2017133203 | |
| 880 | 0 | |6 505-01/(S |a Effect of embedment on dynamic response of block foundation under coupled vibration.- The liquefaction potential of sandy silt layers using the correlation between penetrometer test and spt test.- Seismic soil structure interaction analysis of rigid piled isolated footing for mid rise building in a weak soil.- Lateral resistance of steel pipe pile with wings by static cyclic loading tests.- Reinforced embankments on soft soil, focus on lateral spreading.- Experimental study on lateral resistance of steel pipe pile with wings using the new composite geo-material with magnesium acrylate.- Vibration isolation of foundation using hdpe and natural geocells -- a review.- Pseudo-dynamic approach to analyse the effect of soil amplification in the calculation of seismic active earth pressure distribution behind the inclined retaining wall for inclined c-φ soil backfill.- Large scale geotechnical shake table testing at the university of california san diego.- Response of a 850 kw wind turbine including soil-structure interaction during seismic excitation.- Effect of gradation on the dynamic response of sands.- Dynamic properties of surface liquefied site silty-sand of tripura, india.- Effect of width variation of liquefiable sand lens on surface settlement due to shallow tunnelling.- Liquefaction potential analysis and numerical modeling -- container terminal of algiers port.- Research on impact vibration test for port structure in Vietnam.- Cyclic thermal effects on soil structure interaction in case of energy piles.- Probabilistic analysis of buried pipeline response subjected to fault crossing. | |
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| 928 | |t Library of Congress classification |a TA703.5 |l Online |c UC-FullText |u https://link.springer.com/10.1007/978-3-030-01920-4 |z Springer Nature |g ebooks |i 12557242 | ||