Site mixing and blow-filling method of solidified dredged mud

A dredging mud and on-site technology, which is applied to the field of on-site mixed filling and filling of solidified dredging mud, can solve the problems of uneconomical and difficult long-distance mining and transportation, and achieve the effects of protecting the environment, reducing the project cost and guaranteeing the construction period.

Inactive Publication Date: 2015-04-22
SHANGHAI MARITIME UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

my country's coastal port cities are mostly located in alluvial plains and delta areas. It is difficult to obtain a large amount of earth and stone locally, and long-distance mining and transportation are uneconomical.

Method used

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Examples

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Embodiment Construction

[0027] Specific embodiments of the present invention will be further described below.

[0028] The on-site mixing and filling method of solidified dredging mud provided by the invention comprises:

[0029] Step 1, carry out on-site mixing and dredging of solidified dredged mud.

[0030] Step 2, carry out on-site reinforcement of dredged mud.

[0031] Step 3, testing the solidified dredging mud.

[0032] Before step 1, it also includes pre-technical work. The process includes: collecting engineering data; giving geotechnical engineering investigation report; site investigation of dredging mud source; determining the general situation of the dredging and reclamation project; Filling project site investigation; sampling analysis; preparation of filling project construction materials, etc.

[0033] Specifically include:

[0034] Collection of engineering data: geotechnical engineering survey report; hydrological data of the project area; source of dredging mud and soil qualit...

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Abstract

The invention discloses a site mixing and blow-filling method of solidified dredged mud. The method comprises the steps of: (1) site mixing and blow-filling of the solidified dredged mud; (2) site solidification of the dredged mud; and (3) detection of the solidified dredged mud. The step (1) further comprises analysis of the soil texture of the dredged mud, selection of a curing agent, determination of a mixing ratio of the curing agent to the dredged mud, mixing of the curing agent and the dredged mud, reinforcing design of the solidified dredged mud and determination of the shear strength index, the modulus of compressibility of the solidified dredged mud and the thickness of a reinforced soil layer to achieve characteristic values of the bearing capacity of foundation soil and allowing deformation values of the foundation treatment design, and determination of the maintenance time of finished products. The step (2) is to finish the reinforcement of a shallow-layer soft soil foundation through mixing and solidifying the curing agent and the dredged mud. The site mixing and blow-filling method of the solidified dredged mud can achieve the purposes of guarantee of the construction days, reduction of the project cost, reasonable resource utilization and environmental protection.

Description

technical field [0001] The invention relates to an on-site mixing and blowing filling technology of dredged mud, in particular to an on-site mixing and blowing and filling method of solidified dredging mud. Background technique [0002] During the dredging process of ports and waterways, a large amount of dredged silt is usually produced, and the problem of dredging mud treatment is particularly prominent in the construction and maintenance of ports and waterways. The dredged mud produced in the dredging project is usually stacked or discarded, and it takes up a lot of land to stack it. However, the dumping of mud in the ocean has seriously affected the effective use of marine resources, and has caused damage to the water environment, geological environment, and ecological environment of the ocean. Larger damage, the contradiction between dredging mud dumping and marine environmental protection has become increasingly prominent, and it is increasingly restricted by various a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/00
CPCE02D3/12E02D1/08E02D3/126E02D2300/0021
Inventor 刘文白史旦达邓益兵周健赵玉同贾敏才
Owner SHANGHAI MARITIME UNIVERSITY
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