Wang Xikang, Liu Jingzheng. ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
Citation:
Wang Xikang, Liu Jingzheng. ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
Wang Xikang, Liu Jingzheng. ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
Citation:
Wang Xikang, Liu Jingzheng. ON DETERMINATION FOR THE COEFFICIENT OF ELASTIC UNIFORM COMPRESSION OF NATURAL SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 98-101. doi: 10.13204/j.gyjz201304020
The coefficient of elastic uniform compression of natural soil is the most important parameter in dynamic machine foundation design.Based on the definition for coefficient of elastic uniform compression of natural soil, several methods of defermination for this coefficient at present were analyzed.The analysis results showed that the method adopted by Design Code for Dynamic Machine Foundation(GB 5004096)and the one by deformation modulus of soil in stratified subgrade were incorrect.The coefficient should be determined by the elastic modulus of each layer soil.To conveniently applying in practice engineering, the elastic modulus value corresponding to the characteristicvalue of the relative bearing capacity of soil in GB 5004096 was presented.Finally, the achievements of determination for coefficient of elastic uniform compression by shear wave velocity or SPT blow count were introduced.