The 1911 sliding failure of Austin Dam in Potter County, Pennsylvania presents an interesting case history combining an engineering failure with ethical, social legal and regulatory issues. The concrete gravity dam, completed in December 1909, was plagued by poor design and construction, influenced greatly by the owner pressuring the designer to keep costs low. Seepage through the foundation, an inadequate shear key, and cracking of the cyclopean concrete, all contributed to the eventual catastrophic failure that destroyed the towns of Austin and Costello, claiming at least 78 lives. As a case history, the failure of Austin Dam has applicability to a number of ABET program outcomes. The obvious sliding failure of the dam due to uplift press...
Geological hazards that can face dams are very important in deciding their safety and successful per...
A review of failure mechanisms previously suggested for Teton Dam indicated that they were not fully...
The paper describes the failure and reconstruction of an 80 ft. high, 8 acre tailings impoundment in...
Historical study of dams conceived in earlier times is essential. To continue advancing, the enginee...
In January 1998, the Archusa Creek Dam in southeast Mississippi failed by breaching through its emer...
The Austin Dam on the Lower Colorado River of Texas was originally constructed between 1890-93 three...
Late in the summer of 1980, the dam for Snowbird Lake in Forestport, New York, U.S.A., experienced a...
A 30-m long railroad embankment failure that occurred on May 25 2011 in the city of Ann Arbor, Michi...
This field trip guidebook has been assembled to assist readers in understanding the events surroundi...
Geological hazards that can face dams are very important in deciding their safety and successful per...
Author Institution: Department of Geology, Bowling Green State University ; Lake Erie Geology Group,...
A 30-m long railroad embankment failure that occurred on May 25 2011 in the city of Ann Arbor, Michi...
Geological hazards that can face dams are very important in deciding their safety and successful per...
More than 500 records of embankment dam failures and accidents all over the world, were collected an...
Earth and rockfill dams became popular in the 1960\u27s primarily because of increased heights of da...
Geological hazards that can face dams are very important in deciding their safety and successful per...
A review of failure mechanisms previously suggested for Teton Dam indicated that they were not fully...
The paper describes the failure and reconstruction of an 80 ft. high, 8 acre tailings impoundment in...
Historical study of dams conceived in earlier times is essential. To continue advancing, the enginee...
In January 1998, the Archusa Creek Dam in southeast Mississippi failed by breaching through its emer...
The Austin Dam on the Lower Colorado River of Texas was originally constructed between 1890-93 three...
Late in the summer of 1980, the dam for Snowbird Lake in Forestport, New York, U.S.A., experienced a...
A 30-m long railroad embankment failure that occurred on May 25 2011 in the city of Ann Arbor, Michi...
This field trip guidebook has been assembled to assist readers in understanding the events surroundi...
Geological hazards that can face dams are very important in deciding their safety and successful per...
Author Institution: Department of Geology, Bowling Green State University ; Lake Erie Geology Group,...
A 30-m long railroad embankment failure that occurred on May 25 2011 in the city of Ann Arbor, Michi...
Geological hazards that can face dams are very important in deciding their safety and successful per...
More than 500 records of embankment dam failures and accidents all over the world, were collected an...
Earth and rockfill dams became popular in the 1960\u27s primarily because of increased heights of da...
Geological hazards that can face dams are very important in deciding their safety and successful per...
A review of failure mechanisms previously suggested for Teton Dam indicated that they were not fully...
The paper describes the failure and reconstruction of an 80 ft. high, 8 acre tailings impoundment in...