前言修建地下连续墙首先是在地面上使用特制的挖槽机械在膨润土泥浆护壁下挖槽。然后以填筑材料置换泥浆,按要求筑成挡土墙、承重墙或截水墙。地下连续墙可以在含水的地层中,由混凝土或半刚性泥浆筑成。地下连续墙可用于水工结构、竖井、围堰、地下室边墙或道路及隧道工程的挡土墙、码头岸墙、船坞坞墙、承重基础等。 Foreword The construction of underground continuous walls is to use a specially made trenching machine on the ground to dig trenches under the bentonite mud wall. Then replace the mud with filling materials and build retaining walls, load-bearing walls or cutoff walls as required. Underground diaphragm walls can be constructed from concrete or semi-rigid slurries in water-bearing formations. Underground continuous walls can be used for hydraulic structures, shafts, cofferdams, basement walls or retaining walls for roads and tunnels, piers, quay walls, dock walls, and load-bearing foundations.