Titlebook: Earthquake Geotechnical Engineering Design; Michele Maugeri,Claudio Soccodato Book 2014 Springer International Publishing Switzerland 2014

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Seismic Performance of River Levees; Experience and Predictionde the levees and assessment of seismic performance. To mitigate the internal liquefaction, not only the field investigation technique but also numerical analysis for performance prediction has to be newly developed.

Postulate

Samuel F. Wells Jr.,Alex Dancheveness. Laterally constrained inversion provides a robust framework for the interpretation of surface wave data in the perspective of building pseudo-2D/3D shear wave velocity models. In the chapter three case histories in different geological settings and with different characteristics of the experimental dataset are reported and discussed.

Malcontent

https://doi.org/10.1057/978-1-137-56595-2rded from seismic performance in real Chile earthquakes for P. between 50 and 60 × 10. [gs.] confirm the good forecast of the theoretical values obtained in terms of P. compare with PGA. In conclusion the use of P. for performance design of dams is highly recommended.

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Site Classification and Spectral Amplification for Seismic Code Provisionsification system in terms of an inter-category error, which represents the average dispersion of data within all categories of a given classification scheme and the results indicate some improvement. Error terms for the new classification system are lower than the error terms for EC8 classification

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Abnormal

Allowable Settlement and Inclination of Houses Defined After the 2011 Tohoku: Pacific Ocean Earthquadestroyed, large-scale partially destroyed, and partially destroyed houses, respectively in the standard. Tilting of houses is derived from non-uniform settlement. Several factors affect to the non-uniform settlement. Among them effect of adjacent houses was dominant. If two houses are closely const

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Seismic Response of Shallow Footings: A Promising Application for the Macro-element Approachn-hardening plastic, bounding surface plastic and hypo-plastic) is first introduced and the mechanical response of shallow foundations under monotonic/cyclic loading, as it results from experimental tests, is outlined. All the critical issues concerning the employment of macro-element theory in Dire

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Optic-Disk

Reinforced Soil Walls During Recent Great Earthquakes in Japan and Geo-Risk-Based Designe not usually considered in many projects. In this paper, a new design concept that considers the lifecycle cost including the geo-risk for a reinforced soil wall is proposed. A user-friendly cost estimation tool and a reliability analysis method along with its validation are also introduced. As a p