Analysis of Earthquake Induced Slope Failures
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{'SignBlockName': 'Ritchie B. Coryell', 'PO_EMAI': None, 'PO_PHON': None}
This research is on cap type soil plasticity models derived from                experience in constitutive modeling of geological materials and will            help answer the urgent need to develop rational methods for the                 prediction of earthquake induced slope failures.                                                                                                                The research concentrates on the development of a cap model specialized         for seismic analysis.  The resulting simplified model should be adequate        for dynamic slope stability analysis while, at the same time, easily            usable by a broad community of engineers.  The research provides                improved insight into conventional methods of seismic slope stability           analysis and into the design of countermeasures to mitigate the damage          due to slope failures.  The final results will involve a computational          methodology that will be easily incorporated into the practice using the        computer software.                                                                                                                                              This research is being conducted under the Small Business Innovation            Research program as Phase I research.
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{'Name': 'Weidlinger Associates Inc', 'CityName': 'NEW YORK', 'ZipCode': '100051304', 'PhoneNumber': '2123673000', 'StreetAddress': '40 Wall Street', 'StreetAddress2': '18th Floor', 'CountryName': 'United States', 'StateName': 'New York', 'StateCode': 'NY', 'CONGRESSDISTRICT': '10', 'CONGRESS_DISTRICT_ORG': 'NY10', 'ORG_UEI_NUM': None, 'ORG_LGL_BUS_NAME': None, 'ORG_PRNT_UEI_NUM': None}
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{'Code': '5371', 'Text': 'SBIR Phase I'}
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