| 초록 |
Some views and improvement opinions for stipulations ralate to loess in 'Code for seismic design of buildings'( GB50011-2001) are put forward. The unfavorable effects of earthquake action to engineering (such as seismic subsidence of loess, liquefaction, negation friction of pile, and so on) are analyzed, and some relative engineering suggestions are given. For special emphasis, the water-bearing state of collapsible loess must be considered when dealing with the effects of earthquake action to engineering. |
