Titlebook: Engineering Geology for Society and Territory - Volume 6; Applied Geology for Giorgio Lollino,Daniele Giordan,Carlos Delgado Conference pr

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書目名稱Engineering Geology for Society and Territory - Volume 6影響因子(影響力)




書目名稱Engineering Geology for Society and Territory - Volume 6影響因子(影響力)學(xué)科排名




書目名稱Engineering Geology for Society and Territory - Volume 6網(wǎng)絡(luò)公開度




書目名稱Engineering Geology for Society and Territory - Volume 6網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Engineering Geology for Society and Territory - Volume 6被引頻次




書目名稱Engineering Geology for Society and Territory - Volume 6被引頻次學(xué)科排名




書目名稱Engineering Geology for Society and Territory - Volume 6年度引用




書目名稱Engineering Geology for Society and Territory - Volume 6年度引用學(xué)科排名




書目名稱Engineering Geology for Society and Territory - Volume 6讀者反饋




書目名稱Engineering Geology for Society and Territory - Volume 6讀者反饋學(xué)科排名

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Hoon Han,Yong Moon Jung,Xueying Xiong test showed that the two pelitic argillites and one of the four hydrothermally altered pelitic rocks, having percentage mass loss ranging from 1.28 to 26.76?%, showed significant deterioration implying that the three rocks are not suitable for construction of structures like embankment and unpaved

畸形

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The EVOLVE Framework for Agile Evolutiontive alternative that integrates the inter-disciplinary SI functions better and embraces probabilistic ground models is required. Applying techniques developed for seismic hazard assessment with limited data sets, probability distribution functions can be derived allowing rational, fact-based ‘forec

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驚惶

Safety Management Report (SMR),oped with subsequent issues arising due to inadequate vadose zone investigation. To evaluate, geological models were compiled based on available geological and geomorphological information. Physical properties such as detailed soil profiles and grading analyses were inferred to address vertical and

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C. van der Horst MD,K. P. Jünemanndepths were successfully determined by determining the three dimensional principal orientations of the anelastic strain tensor. Our preliminary results showed both the stress regimes at the two depths are nearly strike slip faulting stress regime, and the maximum horizontal stress orientations are n

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Somesthetic and Vestibular Systems, stress concentration areas, free surface moving and variation of this parameters during the changes of different conditions were considered. A simulation shows that the zone of stress-strain state changing, received in calculation, is twice a large than it is fixed in nature.