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Tort Liability for the Central United States Earthquake Hazard
Publisher: American Society of Civil Engineers
Abstract: Although the probability of a major earthquake is lower in the central United States than in California, the expected loss from a large earthquake may be higher because of extensive transportation infrastructure and ...
Is Construction Blasting Still Abnormally Dangerous?
Publisher: American Society of Civil Engineers
Abstract: The main premise of this paper is that construction blasting is no longer an abnormally dangerous activity using the six factors presented in Section 520 of the Second Restatement of the Law of Torts. Though blasting is ...
Postconstruction Evaluation of Fill Compaction
Publisher: ASCE
Abstract: Frequently soil dry unit weight and moisture content are measured using soil samples obtained well after construction to assess whether or not fill material was properly compacted in construction defect cases. In addition ...
Case Study: Unsaturated Embankment Failure on Soft Soils
Publisher: ASCE
Abstract: This paper describes the application of unsaturated soil mechanics to an interstate connecting-ramp embankment that failed during construction. Specifically, matric suction is incorporated into the calculation of the tension ...
Mobilized Shear Strength of Overconsolidated Seattle Clays
Publisher: American Society of Civil Engineers
Abstract: The drained shear strength of overconsolidated glaciolacustrine clays in the Seattle area can range from the overconsolidated peak to residual strength depending on its geologic history, depth, softening, prior shear ...
Closure to “Shear Strength in Preexisting Landslides” by Timothy D. Stark and Manzoor Hussain
Publisher: American Society of Civil Engineers
Shear Strength in Preexisting Landslides
Publisher: American Society of Civil Engineers
Abstract: Drained residual shear strength is used for the analysis of slopes containing preexisting shear surfaces. Some recent research suggests that preexisting shear surfaces in prior landslides can gain strength with time. ...
Undrained Shear Strength of Liquefied Sands for Stability Analysis
Publisher: American Society of Civil Engineers
Abstract: The postliquefaction shear strength of sands, called the undrained critical strength or
Closure to “<i>Undrained Shear Strength of Liquefied Sands for Stability Analysis</i>” by Timothy D. Stark and Gholamreza Mesri (November, 1992, Vol. 118, No. 11)
Publisher: American Society of Civil Engineers
Ruling on IHNC Floodwall Failures during Hurricane Katrina
Publisher: American Society of Civil Engineers