TH70131B - How to prepare the land for restoration within the sea dam And place structures that use the same thing - Google Patents

Abstract

DC60 (11/28/54) This invention relates to a method for preparing the ground land within a sea dam. And place structures that use the same thing The site structure comprises a temporary soil section 20 that is installed by piling up soil or rock material along the perimeter of the planned resilient land 10 and is structured to prevent fresh water from being exposed. Planned land entry 10 of the seawater dams 1 part 50 dredges that are structured with holes in the ground. That has been formed there by dredging a specific area within the retained land according to the plan, 10 parts of the soil, 30 that have been structured to form flat land. Which is higher than the altitude which is farther The coast by land recovery, planned recovery 10, in addition to drilling sections 50, using soil and sand obtained from drilling sections 50 and intersections 40 installed along the contour. Circles of drilling sections 50 The invention involves a method of preparing land, ground conditions within a seawater embankment and site structure using the same, a site structure consisting of 20 temporary earth sections installed by the pile. Soil or rocky material ascends along the perimeter of the plan 10 land area and is structured to prevent fresh water from being introduced into the ground land according to plan 10 of the seawater embankment. It has been structured so that there are holes in the ground that have been formed there by dredging a specific area within the planned ground land, 10 manure sections, 30 that have been formatted to form. Plains land at elevation offshore by planned recovery 10 in addition to drilling sections 50 using soil and sand obtained from drilling sections 50 and intersections 40 that are installed accordingly. The circumference of the drilling part 50

Claims (1)

Disclaimer (all) which will not appear on the advertisement page: Amendments 04/06/2019 No disclaimers. ------------- Urgent Amendment 1 Oct. 61 Claims 1. Methods for preparing the land, the ground condition within the sea dam 1 by adding fresh water. Of the sea embankment 1 method consists of the following steps The process of creating a temporary soil section (S1) that creates a temporary soil section (20) by piling up soil or rock along the perimeter of the area defined within the planned land area (10). According to plan (10) of the designated area Internal positioning Of a given area (10) as a certain area and the construction of a temporary soil section (20) in the corresponding area, the procedure for using a dredger (S2) that directs the dredger into the excavation part (50) within the land. Planned ground (10) Mung process (S3) The soil and sand in the excavation part (50) in the manure section (30) above the height off the coast of the water. Freshwater of the sea embankment (1) and to the inside of the temporary soil section (20) using a dredging machine. By laying soil and sand Go in the manure section (30) other than the drilling part (50) from the planed ground land (10) so that the soil basins have been formed within the excavation part (50) of the planned ground land. (10) Produced by digging up soil and sand and at the same time by forming the dung (30) above the water level off the coast of the dike (1) in section. The remainder of the land recovers as planned. (10) Drainage procedure (S4) that drains the external water inside the outer drilling section. Planned land (10) Before the soil manure (30) is completed the drainage process (S5) that drains the external water inside the excavation part (50) outside of the planed ground land (10). ) After doing the soil foundation (30) within the planned reconditioning land (10), the drying process is completed (S6), which makes the soil and sand dry within the planned state land (10) and the installation of the partition wall. Separate (S7) walls installed in the circumference of the drilling part (50) so that the circumference of the drilling part (50) that has been formed with the dredging in the drilling section (50) can be blocked. Can be separated after drying (S6) to prevent water from entering. Go into the ground basins that have been formed in the restored land as planned (10) ++++++++++++++++++++++++ 22 August 2017 1. Methods for preparing the ground conditions within the sea embankment 1 by adding fresh water of Sea embankment method 1 consists of the following steps. The process of constructing a temporary soil section (S1) that creates a temporary soil section (20) by heaping the soil. Or rocks up along the perimeter of the area specified within the land, the condition according to the plan. Internal positioning of the designated area (10) as a number of areas and the construction of temporary soil sections (20) in the corresponding area. Steps to use a dredger (S2) in which the dredging machine is brought into the excavation part (50) within the planed ground land (10) the digging process (S3) the manure from the soil and sand within the drilling part (50) in The soil section (30) is higher than the height off the coast of the water of the sea embankment (1) and towards the inside of the temporary soil section (20) by dredging. By means of soil and sand to the dung (30) in addition to the drilling part (50) from the ground land according to plan (10) to make a basin of the ground. Has been formed within the drilling portion (50) of the ground land, the planned state (10) that has been made By digging up soil and sand and at the same time By forming the dung (30) at higher level Water further off the coast of the embankment (1) in the remainder of the land is restored according to the plan (10) Drainage procedure (S4) that drains the external water inside the offshore borehole. Planned floor (10) before the manure (30) is completed the drainage process (S5) that drains the external water inside the drilling part (50) out of the Planned land (10) After the soil manure (30) within the planned reconditioned land (10) has completed the drying phase (S6) which causes the soil and sand to dry within the planned ground land (10). Specifically, the method is also incorporated, as follows: Installation of a partition wall (S7) is installed in the perimeter of the drilling part (50) to ensure the circumference of the dig. The drill (50) that has been formed with dredging in the drilling section (50) can be separated after the drying phase (S6) to prevent water from entering the ground basin. That has been formed in the land restored according to plan (10) ----------------------------------- -------------------------------------------------- -------------------------------------------------- ------------------------------- 1. Method for preparing the land, the ground condition inside the sea embankment 1 by adding fresh water. Of the seawater embankment 1 The method consists of the temporary soil part construction process. S1 that creates a temporary soil section 20 By laying up soil or rocks along the perimeter of the area determined within the planned ground land. 10 steps to use dredging machine S2 that leads the dredger into the drilling part. 50 within the land, the condition according to the plan, 10 steps of making soil S3 is made of soil and sand in the excavation section 50 above the inward shoreline of the freshwater part 20 using a dredger, but completes the 30 dung section with a section. Drill 50 inside the condition land according to plan 10 to stay in the original condition Drainage procedure from the S4 dredger that drains outside inside the drilling part 50 outside the ground land according to the condition 10 before completing the dung section 30 Drainage stage S5 that drains outside inside the drilling part 50 out of the planned land area 10 After the manure section 30 inside the planned state land 10 is completed and the drying process is completed. S6 which makes soil and sand dry inside the ground land, plan condition 10