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https://hdl.handle.net/11681/11030
Title: | Theoretical studies of stress wave propagation in laterally confined soils |
Authors: | Texas A & M University. Department of Civil Engineering United States. Defense Threat Reduction Agency Rohani, Behzad |
Keywords: | Analytical solutions Ground shock Nonlinear material response Wave propagation Shock waves Mathematical models Numerical models Soils Soil mechanics |
Publisher: | Structures Laboratory (U.S.) Engineer Research and Development Center (U.S.) |
Series/Report no.: | Miscellaneous paper (U.S. Army Engineer Waterways Experiment Station) ; SL-99-1. |
Description: | Miscellaneous Paper Abstract: In order to overcome the mathematical difficulties in the solution of one-dimensional stress wave propagation in soils, real soil stress-strain relationships are often idealized by various simple mathematical models. A considerable body of scientific literature on one-dimensional stress wave propagation for such models has been published in recent years by various researchers, both in the United States and abroad. The pertinent literature applicable to one-dimensional stress wave propagation in soils are collected and studied in detail. Comparative studies are made with the various mathematical models for a wave propagation problem. Fortran computer programs for each of the analytical solutions are included as appendixes. NOTE: This file is large. Allow your browser several minutes to download the file. |
Rights: | Approved for public release; distribution is unlimited. |
URI: | http://hdl.handle.net/11681/11030 |
Appears in Collections: | Miscellaneous Paper |
Files in This Item:
File | Description | Size | Format | |
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MP-SL-99-1.pdf | 26.03 MB | Adobe PDF | View/Open |