A method of installing an upright elongate hollow subsea foundation that is higher than it is wide, such as a suction pile. The foundation is at least partially embedded in seabed soil. A partition layer is placed within the foundation, for example by injecting a grout, supported by a plug of soil that is surrounded by the foundation. The partition layer is placed on the plug of soil at a level that is spaced from the top of the foundation by at least 20% of the height of the foundation. Above the partition layer, the interior of the foundation may be filled with water and/or a rigid body, such as a solid mass or a hollow liquid-filled tank.

A construction method of reclaiming land from the sea based on the basement utilization, which implementation steps are as follows: a. installing a dike along the coastline, enclosing a central reclamation area by the dike and the coastline; b. installing crisscross enclosures in the central reclamation area, dividing the central reclamation area into a mesh area by the enclosure and the dike; c, pumping drainage of seawater in a block area in the mesh area, forming land in the block area; d. constructing the enclosure in the mesh reclamation area, using the enclosure and subsidiary roads to form road arteriality; the block area being lower than the height of the enclosure, constituting a grid-like high-road/low-land land supply mode; e. developing the block area into an underground space area.

A method for installing a subsea structure at a target installation site in an underwater location is disclosed. The method includes connecting at least one mooring line and at least one leading line to the structure, and towing the structure via the leading line from a deployment position to the target installation site, such that the structure moves both vertically and horizontally between the deployment position and the target installation site. The mooring line is anchored, e.g. to an anchoring device on the seabed, and can incorporate a ballast to apply a sinking force to the structure in proportion to the length of unsupported line. The mooring line and the leading line can together stabilise the structure as it descends to the installation site. The non-vertical installation allows accurate structure placement, e.g. in crowded fields, with less sensitivity to tidal or current forces.

A cooling apparatus for an underwater platform comprising: an evaporator block fabricated from a thermally conductive material and having a first surface that is shaped so as to releasably mate to an exterior surface contour of the underwater platform; a heat pipe having a working fluid sealed therein, wherein the heat pipe has a first end and a second end, and wherein the first end is in thermal communication with the evaporator block; a condenser block in thermal communication with the second end of the heat pipe; and a plurality of spring clamps mounted to the evaporator block and configured to bias the first surface of the evaporator block against the exterior surface of the underwater platform such that heat from the exterior surface of the underwater platform is transferred to the ambient water via the evaporator block, heat pipe, and condenser block.

A method of installing an object under water at a desired location includes providing the object on a vessel, connecting the object to a submersible frame located below the water surface, wherein the vessel is spatially separated from the submersible frame along the direction of the water surface, releasing the object from the vessel such that the object becomes submerged and carries out a pendulum motion until the object is suspended from the submersible frame, and moving the object to the desired location.

A cooling apparatus for an underwater platform comprising: an evaporator block fabricated from a thermally conductive material and having a first surface that is shaped so as to releasably mate to an exterior surface contour of the underwater platform; a heat pipe having a working fluid sealed therein, wherein the heat pipe has a first end and a second end, and wherein the first end is in thermal communication with the evaporator block; a condenser block in thermal communication with the second end of the heat pipe; and a plurality of spring clamps mounted to the evaporator block and configured to bias the first surface of the evaporator block against the exterior surface of the underwater platform such that heat from the exterior surface of the underwater platform is transferred to the ambient water via the evaporator block, heat pipe, and condenser block.

An autonomous deployment system for deploying systems and a method of deploying a seafloor device. The autonomous deployment system includes a release unit, a support frame, a plurality of mats, a hose, a plurality of weighted bands, a gas supply, a waterproof housing, and a timer. The method of deploying a seafloor device includes spooling a plurality of mats in a rolled-up position, each of said plurality of mats comprising a hose, wherein each mat is adjacent to a support frame, submerging the seafloor device in a body of water, releasing the seafloor device from a vessel via a release unit, supplying gas to each hose of the plurality of mats, unfurling each of the plurality of mats from the support frame, sinking the seafloor device to lay on the seafloor. The invention may also include a microbial fuel cell and support weights.

A sea-cross high-speed tunnel structure suspended in water includes a pipe body capable of suspending in water. The pipe body is formed by fixedly connecting a plurality of pipe sections. A reinforced concrete horizontal partition plate for dividing each pipe section to form an upper chamber and a lower chamber is fixed in each pipe section. Two closed tunnels arranged along a length direction of the pipe body are disposed in the upper chamber. Reinforced concrete fin plates are symmetrically disposed in a horizontal direction outside the pipe sections. A steel closed tunnel shell fixed to the reinforced concrete horizontal partition plate is disposed in the upper chamber. A rail bed is disposed in the steel closed tunnel shell. Electromagnetic regulating devices disposed transversely are fixedly connected between both sides of the rail bed and the steel closed tunnel shell.

The subject matter relates to a method and an apparatus for vibrating-in a foundation into a building ground by initiating vibrations generated by means of a vibrating device attached to the foundation, the vibrations causing liquefaction of the building ground so that the foundation penetrates the building ground.

A submersible data center (180, 180a, 180b) configured in a water-tight capsule for deployment in a body of water. The data center capsules (180, 180a, 180b) are mounted on a submersible platform (110) of an elevator apparatus (100, 100a), which is equipped with a support leg (130a) or support legs (130) and winches (132) are located near a top of the support leg or each of the support legs. The data center capsules (180, 180a, 180b) can be submerged underwater for operation or be winched up above the water for retrieval/maintenance. A first-time deployment of the support leg(s) (130, 130a) is provided by leg-lowering winches (112) located on the submersible platform (110). Heat exchangers (190) or chillers (190a) are used, or a centralized chiller (190b) is used, to dissipate heat energy from inside the data center capsules (180, 180a, 180b) to the surrounding water. Accompanying methods of operations are also described.