DISCUSSION OF APPLICATION OF REFLECTION WAVE METHOD TO ANALYSIS OF CHARACTERS OF ROCK AND SOIL OF BEARING LAYER AT THE END OF PILE DUG BY MAN POWER
CHENG Xiao-shun;Institute of Geophysical and Geochemical Survey Technology of Anhui Province;
By comparison of measured results by reflection wave method with detection results by drilled core method of low strain of man power-dug hole pile of a construction, this paper concluded that reflection wave method detection result of low strain can qualitatively be used for judging characters of rock and soil in bearing layer at the end of man power-dug hole grouting pile, and longitudinal wave velocity of rock mass is closely related to intactness of rock and weathering degree of rocks[1,2]
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