小浪底工程出口边坡抗滑桩的设计与施工
WATER RESOURCES & HYDROPOWER OF NORTHEAST CHINA(2002)
Abstract
小浪底工程出口边坡利用勘探竖井设置了一根抗滑桩.在施工过程中,种种现象表明,Ⅱ区边坡处于临界稳定状态,结合其它措施,在该边坡下部高程144m平台上增加5根抗滑桩.为降低施工难度,加快抗滑桩的施工进度,确保1997年截流目标的实现,又对设计的桩底高程进行了优化.实践证明,根据实际情况及时调整设计和施工的动态设计思想是有效和成功的.
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