Laybarge
Laybarge method applies to the laying of long pipelines in the deeper seawater off the coast, being less susceptible to waves and enjoying a rapid construction speed (Wang et al. 2010). In terms of mileage, it is now the most common method of pipeline installation at home and abroad. According to the laying approach and the shape of pipelines in water, laybarge method can be further divided into three types: reeling, J-lay, and S-lay (Chen et al. 2013).
The pipeline laying process is summarized as follows: pipes are firstly coated with cement onshore and then welded on a laybarge into a pipe string, which will be paid out to the seabed through the stinger at the proceeding laybarge’s rear (Sun 2012).
Towing
Tow method applies to the installation of large-diameter, extra-heavy, bunched, or structurally complex pipelines, with no need of laybarge. The installation of such pipelines using the laybarge is slow and even unrealizable. Tow method is suitable for the following locations: the nearshore zones or shoals where the laybarge cannot be used for laying, or its mechanical operating is difficult or dangerous; the areas with severe sea or other environmental conditions where pipeline installation can only be carried out in a short period or intermittent seasons (Fang 1988).
Pipelines are welded onshore into a string and then towed along a slide into the water. Sometimes buoys will be deployed to lower the negative buoyancy of pipelines, so as to reduce the resistance against tugboats. Tow method has four types: surface towing, below-surface towing, on-bottom towing, and off-bottom towing (Zhao et al. 2008).
Horizontal directional drilling
Horizontal directional drilling applies to the routing area with severe sea conditions, where it is difficult to ditch for pipeline laying, and even if pipelines have been laid, they are vulnerable to seawater scouring, which is a hidden danger in the long run. The feasibility of this method depends on seabed conditions, drilling length, and pipeline diameter (Du 2007).
Multiple underground facilities (pipeline, cable, etc.) can be laid using the horizontal directional drill combined with a positioning and guiding system and a drilling and back-reaming system, with the sea bottom kept intact. Track design, drilling of pilot hole, reaming, and pipeline back-dragging are involved in this method (Liu et al. 2007).
Shield tunneling
Shield tunnel is driven under the seabed, which will not lead to seawater pollution. So shield tunneling is an environmentally friendly construction method. Featured by advanced skills and high degree of mechanization, shield tunneling applies to sand, soil and rock formations and can be adopted in any season. As a low-risk method, shield tunneling is generally used for excavating long tunnels.
Using a tunnel boring machine, the method can achieve one-step holing after continuous operations of tunneling, waste soil transfer, further tunneling, and lining assembly (Jia and Tang 2001).
Mine tunneling
Mine tunneling is to excavate a tunnel by drilling, charging powder, and blasting. In the tunneling process, concrete will be sprayed as an initial support. The method is often combined with shield tunneling method, wherein it is used to excavate a launching or receiving shaft for shield tunnel.