Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/6744
Title: | Charts for preliminary design of deep underground structures subjected to dynamic loads |
Authors: | United States. Defense Nuclear Agency. United States. Army. Office of the Chief of Engineers. Britt, James R. |
Keywords: | Charts Dynamic loads Ground shock Nuclear explosion effects Underground structures |
Publisher: | Weapons Effects Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; N-77-3. |
Description: | Miscellaneous paper Abstract: This report presents charts suitable for preliminary dynamic design of deep underground protective structures· in rock subjected to long-duration ground shock loadings produced by nuclear weapons. The charts were calculated using a theoretical model which consists of multilayered concentric cylinders of elastoplastic materials with a time-dependent, axially symmetric applied load representing the free-field stress. Each element in the cross section is assumed to be incompressible and its yield is governed by a Mohr-Coulomb failure criterion. A first-order correction factor is given to account for compressibility of the materials. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/6744 |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
MP-N-77-3.pdf | 1.88 MB | Adobe PDF | ![]() View/Open |