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山东省分沂入沭调尾拦河坝工程坝基普遍存在4.0～5.0m的卵砾石中粗砂层，截渗采用深层搅拌桩连续墙，这在国内尚属首次．由于搅拌桩用于截渗墙工程无参考资料，故通过室内试验确定水泥掺入比为15％、18％．截渗墙桩径不小于50cm，桩距30cm；桩体倾斜误差小于0．5％，桩位误差小于3cm．施工中采用的机械是PH－5B搅拌机．施工中，着重对桩径、桩距、桩体垂直度、桩长进行控制．此外，通过对截渗墙检测，各项指标均满足设计要求．
Shandong Province sub-Shu Tailing dam project dam foundation commonly exists in the 4.0 ~ 5.0m coarse gravel sand layer, cut through the use of deep mixing piles continuous wall, which is the first time in China. As the mixing pile for the cutoff wall without reference materials, so through indoor tests to determine the cement incorporation ratio of 15%, 18%. Cut-off wall pile diameter of not less than 50cm, pile spacing 30cm; pile tilt error of less than 0.5%, pile error less than 3cm. Construction machinery used is PH-5B mixer. Construction, focusing on the pile diameter, pile spacing, pile verticality, pile length control. In addition, through the cut-off wall detection, the indicators meet the design requirements.