YANG Gui-yu, WANG Li-ci. THE RESEARCH ON JUDGEMENT AND GOVERNANCE OF SANDY SOIL LIQUEFACTION[J]. North China Earthquake Sciences, 2013, 31(s1): 20-23. DOI: 10.3969/j.issn.1003-1375.2013.z1.006
Citation:
YANG Gui-yu, WANG Li-ci. THE RESEARCH ON JUDGEMENT AND GOVERNANCE OF SANDY SOIL LIQUEFACTION[J]. North China Earthquake Sciences, 2013, 31(s1): 20-23. DOI: 10.3969/j.issn.1003-1375.2013.z1.006
YANG Gui-yu, WANG Li-ci. THE RESEARCH ON JUDGEMENT AND GOVERNANCE OF SANDY SOIL LIQUEFACTION[J]. North China Earthquake Sciences, 2013, 31(s1): 20-23. DOI: 10.3969/j.issn.1003-1375.2013.z1.006
Citation:
YANG Gui-yu, WANG Li-ci. THE RESEARCH ON JUDGEMENT AND GOVERNANCE OF SANDY SOIL LIQUEFACTION[J]. North China Earthquake Sciences, 2013, 31(s1): 20-23. DOI: 10.3969/j.issn.1003-1375.2013.z1.006
THE RESEARCH ON JUDGEMENT AND GOVERNANCE OF SANDY SOIL LIQUEFACTION
On the basis of sandy soil liquefaction to the relevant provisions in the building seismic design code of the comb, through the analysis and research of test in the industry and field test, it puts forward that the void ratio is a key to determine the sand liquefaction index, and the pursuit of the critical void ratio is the goal of governance of sandy soil liquefaction.
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