HUO Jun-shuai, CHEN Tao, GONG Quan-mei, et al. Confined water pumping test of deep-large-irregular foundation pit with complex surrounding conditions[J]. 2011, 32(S2).
HUO Jun-shuai, CHEN Tao, GONG Quan-mei, et al. Confined water pumping test of deep-large-irregular foundation pit with complex surrounding conditions[J]. 2011, 32(S2).DOI:
以上海自然博物馆深大异形基坑为背景,为了保护周边环境,针对日益突出的承压水问题,降压前进行了承压水抽水试验。试验结果表明,当地下连续墙插入承压含水层的深度小于承压含水层厚度的1/3时,可以忽略地下连续墙的阻隔效果;用水头恢复比 表征抽水试验结束后的水位恢复情况,发现停抽10 min 可达到10%,水位稳定时 只能达到94.5%;单井抽水能够达到的降压效果是有限的,与降压前的承压水头埋深无关;群井的降压效果随着抽水井数量的增大而增大,但是随着承压水头埋深的加大,增加相同数量的降压井产生的效率降低。
Abstract
With excavation depth increasing
the problem of confined water has become more and more prominent
which has brought about adverse effect on the surrounding environment
such as bursting in foundation pit. To discover variation of confined water
reduce the amount of pumping
control ground surface settlement and protect the surrounding environment
based on the deep-large-irregular foundation pit Shanghai Museum of Natural History
confined water pumping test was carried out. The test results show that with excavation depth increasing confined water head is also lower; the barrier effect is not obvious if the depth of diaphragm walls inserted confined water layer was less one third than the thickness of confined water layer; head recovery ratio was described water level recovery
reached at 10% after 10 minutes
the ultimate reached at 94.5%; the relieve effect of single well was certain which was not related to the water head of test beginning
the relieve effect of group wells was related to well quantity however the relieve benefit became gradually worse. According to confined water pumping test
pumping wells can be grouped into different combinations; the excavation can be combined with different combinations at different times; then the goal will be achieved that pumping of confined water is released when needed.