| 1 | Hydraulic diaphragm wall grab | Excavates soil in rectangular panels while the trench is supported by slurry. | Common wall thicknesses include approximately 600–1,500 mm; grab dimensions must match the specified panel thickness. | Soil conditions, panel geometry, required verticality, and available lifting capacity. |
| 2 | Mechanical cable-hung grab | Excavates panels using a clamshell grab suspended from a crane. | Suitable configurations depend on the required trench depth, grab weight, and crane capacity. | Crane reach and capacity, ground conditions, excavation accuracy, and site access. |
| 3 | Hydraulic trench cutter | Uses counter-rotating cutting wheels to excavate and mix soil at depth. | Used for deep panels and hard or variable ground; achievable depth and panel dimensions are model- and ground-dependent. | Rock strength, required wall depth, slurry circulation, and verticality monitoring. |
| 4 | Guide wall formwork and guide wall system | Forms a shallow surface guide that positions the excavation and supports the trench entrance. | Guide wall layout is designed around the specified panel thickness and construction sequence. | Survey accuracy, surface stability, reinforcement clearance, and site layout. |
| 5 | Bentonite slurry mixing plant | Mixes water and bentonite to prepare support slurry for trench excavation. | Plant capacity is selected to match excavation rate, slurry storage, and project demand. | Mixing output, storage volume, water supply, and slurry quality-control requirements. |
| 6 | Slurry desander and treatment plant | Removes excavated soil particles from slurry so it can be reused where project specifications permit. | Processing capacity is matched to excavation output and the required slurry-cleaning rate. | Separation efficiency, screen configuration, recycling capacity, and disposal arrangements. |
| 7 | Slurry storage and circulation system | Stores and circulates support fluid between the trench and the treatment plant. | Storage and pumping capacity depend on trench dimensions, excavation sequence, and site logistics. | Pump flow, tank arrangement, pipeline routing, and spill-control measures. |
| 8 | Reinforcement cage lifting system | Lifts and places prefabricated reinforcement cages into completed panels. | Lifting plans are based on cage length, mass, lifting points, and crane configuration. | Crane capacity, cage stability, rigging design, and coordination with concrete placement. |
| 9 | Concrete tremie system | Places concrete from the bottom of a slurry-filled panel to displace the support fluid upward. | Tremie pipe diameter, length, and number of pipes are determined by panel geometry and the placement plan. | Continuous concrete supply, embedment control, pipe joints, and quality records. |
| 10 | Panel-joint and stop-end system | Forms and controls joints between adjacent diaphragm wall panels. | Joint configuration is selected to suit wall thickness, waterproofing requirements, and construction sequence. | Joint alignment, water-resistance requirements, extraction method, and compatibility with the excavation method. |