Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
Citation:
Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
Citation:
Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
Studying the dynamic characteristics of sandy pebble soil by using the dynamic triaxial tests, it is discovered that the varying regulation of the dynamic strength and modulus of sandy pebble soil under different radial pressure and consolidation stress ratio . The result shows that radial pressure obviously effect the dynamic strength and modulus, it is also big that the change of dynamic strength and modulus under different consolidation stress ratio.
Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
Wu Huaizhong, Wang Ruheng, Guo Wen, Chu Wenrong. STUDY ON THE DYNAMIC STRENGTH AND MODULUS OF SANDY PEBBLE SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 50-52.
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