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Titlebook: Geotechnics and Earthquake Geotechnics Towards Global Sustainability; Susumu Iai Book 2011 Springer Science+Business Media B.V. 2011 Earth

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Mark Matsa,Winniefridah Matsa,Manuku Mukoningkor, Cambodia. These problems are very unique in a sense that the phenomena were found quite different from what geotechnical engineers had been used to expect in daily practice. A tower of masonry structure that JSA (Japanese Government Team for Safeguarding Angkor) selected for structural conser
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Environmental Change and Malaria Riskbecome higher in frequency and stronger in intensity. As one of the counter measures, some of the existing coastal protection structures need to be rehabilitated and new, stronger or taller coastal structures have to be built. How to construct coastal protection structures in a quicker and yet cost-
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Environmental Change and Security Resistant Building Code, the SNI 03-1726-2002. Improvement in seismic hazard analysis and careful inclusion of recent seismic records were augmented. Seismic sources were modeled by background, fault, and subduction zones considering truncated exponential model, pure characteristic model or both. S
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Environmental Change in Lesothoon decisions, and urban rehabilitation actions in earthquake prone areas. Loss estimation due to earthquakes in an urban environment is a very complex process that requires detailed building inventories, realistic estimation of earthquake characteristics on the ground surface and comprehensive asses
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https://doi.org/10.1007/978-3-030-47660-1Briga a rainfall of 223 mm occurred in 7 h with a peak of 10.6 mm in 5 min. During the event many landslides such as sliding, debris flows and mud flows occurred in the 14 villages, causing 37 victims, mainly in the villages of Giampilieri and Scaletta Zanclea. Big damage occurred to the buildings,
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Smriti Basnett,Anil V. Kulkarniin the affected region were suffered from various natural hazards, such as slope failures, debris flows, floods, and scours. Despite the depressing fatalities and infrastructure damages, Typhoon Morakot did offer a great opportunity to observe behaviors of bridge foundations under different types of
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Environmental Risk Perception and Migration,matically similar to that of the Cam Clay models developed by the Cambridge Soil Mechanics Group in 1960s. The models developed in Kyoto were based on volume changes measured during constant stress ratio consolidation (./..-constant drained shear), and negative dilatancy (or contractancy) measured d
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978-94-017-7804-6Springer Science+Business Media B.V. 2011
发表于 2025-3-28 13:53:28 | 显示全部楼层
Geotechnics and Earthquake Geotechnics Towards Global Sustainability978-94-007-0470-1Series ISSN 1573-6059 Series E-ISSN 1872-4671
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