Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/21448| Title: | Report of tests on foundation and overburden material, Proposed Lock and Dam, Demopolis, Ala. (Mile 227 Tombigbee River) |
| Authors: | U.S. Army Engineer Waterways Experiment Station |
| Keywords: | Hydraulic structures --Tombigbee River (Ala.)--Inspection Foundations Borings |
| Publisher: | U.S. Army Engineer Waterways Experiment Station. Engineer Research and Development Center (U.S.) |
| Series/Report no.: | Technical Memorandum;140-1 |
| Abstract: | Introduction: This memorandum is a report of tests performed on samples of the foundation and overburden materials in connection with the proposed lock and dam at Demopolis, Alabama. The structures are to be founded on a formation known as "Selma Chalk," a homogeneous material which at the site of the proposed structure has an estimated thickness of at least 500-600 feet. |
| Description: | Technical Memorandum |
| Rights: | Approved for public release; distribution is unlimited. |
| URI: | http://hdl.handle.net/11681/21448 |
| Appears in Collections: | Technical Memorandum |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WES Technical Memorandum No 140-1.pdf | 2.94 MB | Adobe PDF |  View/Open |