Shenzhen is a modern city which developes quickly in recent twenty years

due to a lot buildings locating on the district

it has singnificant meaning to study the long-term stability of this area. A rheology model which suits to the rock mass of Luohu fault zone is proposed by laboratory experiments conducted to mudstone and sandstone

which are two representative soft stone of the Luohu Jiancheng district. Using the model

a long-term stability calculation has been conducted to the core Hangbeiling F8 faultage in the axial direction of Shenzhen Luohu fault zone. The result indicates that in the early day after the construction has been finished

there will be obvious vertical displacement in the fault zone. the maximal vertical displacement of main key points in the calculation section is 7.79 cm

and the maximal horizontal displacement is only 0.950 1 cm. As time goes by

After 15 years

the vertical displacement rate decrease from 0.63 cm/year at the beginning to 0.21 cm/year. The horizontal displacement rate decrease from 0.047 cm/year to 0.013 cm/year.

there will be litlle affection to the long-term stability of the faultage and buildings around..