1、

Based on data from drilling and test pit sampling, 5 rows of grouting holes were designed for consolidating, 2 rows among them along the both sides of culvert inner wall tilting toward outer flank of the culvert, 2m and 4m of slant ranges respectively.

根据钻孔与探井取样资料,设计5排注浆孔进行加固,其中2排沿涵洞内壁两测向涵洞外侧倾斜,斜距分别为2m和4m。加固选用两种注浆参数;

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3、

Several construction technologies are applied including diaphragm wall as retaining structure, jet grouting pile, grouting and artesian aquifer dewatering for soft ground stabilization and steel support, reinforced concrete support, steel framework and fabricated steel bracket for supporting system.

选用旋喷桩、注浆加固、承压降水井点等方法进行软土地基加固,选用钢支撑、钢筋混凝土支撑、钢框架及装配式钢牛腿等组合支撑体系;

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4、

borehole wall protection with pvc pipes for jet grouting in loose gravel ground

松散卵石层高压旋喷中的PVC管护壁问题

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