Floating island construction method for overall transplantation of sandy soil plants

A floating island construction method for overall transplanting of sandy soil plants comprising the steps of:

• planning a scope of a floating island and construction blocks, wherein the step of planning comprises the sub-steps of:
• displaying a layout of a site plan including the sandy soil plants and several cross-sections of the site plan to indicate a position of each of the sandy soil plants, and a canopy edge of each of the sandy soil plants, wherein outer edges of the sandy soil plants are connected to each other;
• detecting a root range and a root density distribution of each of the sandy soil plants by using a seismic method or a shallow exploration method, wherein the seismic method includes acquiring ground structures by vibration, and the shallow exploration method includes using a distribution of root density in a whole area obtained by uniform drilling;
• displaying the root range and canopy edge of each of the sandy soil plants on the site plan at the same time, wherein the root cutting range is determined according to common knowledge of transplanting or root sonar measurement;
• determining a floating island range according to the canopy edge and the root range of each of the sandy soil plants;
• and
• setting up the construction blocks inside the floating island, wherein the each of the construction blocks includes at least one construction shaft at a corner thereof and horizontal construction holes;
• isolating the floating island range from a surrounding soil, wherein the step of planning comprises the sub-steps of:
• building a double-layer structure for each of the construction blocks through constructions of the construction shafts and horizontal holes, wherein the double-layer structure includes an upper structure as a vegetation structure, and a lower structure as a bottom buoyancy structure, a depth of the vegetation structure from a ground surface downward is 1.5 times a theoretical excavation depth for traditional transplanting, a depth of the bottom buoyancy structure is calculated according to a theoretical weight of the vegetation structure so that buoyancy provided by the bottom buoyancy structure meets a buoyancy required from the floating island, and an additional 15% buoyancy is provided as a safety redundancy;
• building a supporting platform by using high-pressure grouting to solidify concrete below the bottom buoyancy structure to form a supporting platform for the double-layer structure;
• performing a segmentation of the vegetation structure and the bottom buoyancy structure by planning the horizontal construction holes at a bottom of the vegetation structure;
• the horizontal construction holes running through an entire floating island in a horizontal direction;
• installing steel pipes in the horizontal construction holes for structurally supporting the floating island;
• a height of the horizontal construction hole being no more than 2 m, an interior of the horizontal construction holes being supported by columns;
• and opening grouting holes on a side of the horizontal construction holes to perform high-pressure grouting between the horizontal construction holes to form a vegetation structure bottom plate between the bottom of the vegetation structure and the bottom buoyancy structure;
• performing a reinforcement of the vegetation structure to avoid sandy soil leakage around the vegetation structure, by using continuous steel sheet piles to enclose an edge of the vegetation structure, and prestressed anchors for anchoring;
• performing a reinforcement of the bottom buoyancy structure by using continuous steel sheet piles for segmentation, and steel piles for support in a longitudinal direction of the bottom buoyancy structure;
• replacing soil in the bottom buoyancy structure by using a high-pressure water gun method or an excavation method to remove sand in the bottom buoyancy structure, and by using a high-pressure injection molding or a steel plate welding to build a buoyancy structure in the bottom buoyancy structure;
• and
• separating the floating island range from the surrounding soil through excavation by carrying out a vertical excavation on an outside of the continuous steel sheet piles used in the reinforcement of the vegetation structure on the floating island;
• excavating an excavation section, the excavation section being a triangle or trapezoid with a small bottom side and a large topside, and slopes on both sides being natural sliding repose angle of sand;
• and after excavation, retaining soil on the outside of the continuous steel sheet piles used in the reinforcement of the vegetation structure, so that a bottom side of the continuous steel sheet piles still has an earth pressure balance as a balance soil;
• building pontoon units around the floating islands;
• performing surrounding cleaning and buoyancy force calculation before reservoir filling;
• and
• carrying out waterproof construction after the floating island is floated, wherein the waterproof construction is carried out in the bottom buoyancy structure.