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Method for rapidly improving bearing capacity of phyllite soil roadbed surface based on prediction mathematical model

A mathematical model, phyllite technology, is applied in the field of rapidly improving the bearing capacity of phyllite subgrade surface based on predictive mathematical model, which can solve the problems of insufficient bearing capacity of phyllite subgrade surface and long construction period, and achieves a favorable Subgrade strength, improving bearing capacity, and the effect of increasing bearing capacity

Active Publication Date: 2020-05-19
EAST CHINA JIAOTONG UNIVERSITY
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  • Abstract
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AI Technical Summary

Benefits of technology

This patented technology allows for improved stability or load-bearability during use on roads while maintaining their ability to absorb water from rainwater runoff. By adding certain substances like rutile (iron) sandstone into these mixtures, they create strong structures that help them hold more weight than usual. These techniques also allow for quicker installation times compared to traditional methods such as concrete layers due to less damaging impacts upon the surrounding area. Additionally, reducing costs through greenhouse gas emissions reduces environmental concerns associated with conventional methodologies.

Problems solved by technology

This patents describes different ways to enhance the mechanical property of hydraulic materials such as tungsten carbide cast iron and grey brass. However, these techniques have limitations including slow hardness development, difficulty in achieving stable green state, limited durability, and difficulties in maintaining consistence between layers within the original composite material.

Method used

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  • Method for rapidly improving bearing capacity of phyllite soil roadbed surface based on prediction mathematical model
  • Method for rapidly improving bearing capacity of phyllite soil roadbed surface based on prediction mathematical model
  • Method for rapidly improving bearing capacity of phyllite soil roadbed surface based on prediction mathematical model

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Embodiment Construction

[0064] The specific embodiments of the present invention will be described in further detail below in conjunction with the accompanying drawings.

[0065] Such as figure 1 As shown, the present invention provides a method for rapidly improving the bearing capacity of fully weathered phyllite subgrade based on a predictive mathematical model. The raw material is fully weathered phyllite, and the reinforcement material is special red clay, and two kinds of soil are mixed As roadbed filler. The reinforcement parameters that need to be controlled are the amount of red clay (λ) and the degree of compaction (K) after compaction. By establishing the ultimate bearing capacity of the subgrade surface and the prediction mathematical model of the above control indicators, a suitable control parameter is proposed. A method for rapidly improving the reinforcement of fully weathered phyllite.

[0066] The premise that the present invention utilizes, carries out 6 kinds of mixing ratios (λ...

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Abstract

The invention discloses a method for quickly improving the bearing capacity of a phyllite soil roadbed surface based on a prediction mathematical model. According to the method, phyllite soil is usedas a roadbed raw material, special soil red clay is used as a cementing agent, and mixed soil of two kinds of soil is used as roadbed filler, wherein the parameters required to be controlled are the blending ratio lambda and the compaction degree K of the red clay; the invention provides a mathematic model of roadbed bearing capacity along with lambda and K. The mathematic model can be used for calculating the lowest lambda of red clay under specific w and K, wherein the lowest lambda meets bearing capacity requirements; and K value minimum requirements under the conditions of lambda and watercontent w are met. The red clay provided by the invention can quickly improve the bearing capacity of the phyllite subgrade surface, the subgrade surface can meet the bearing capacity requirement after being compacted to a calculated value K, and the maintenance age is not needed. Microscopically, the red clay changes the grain composition of phyllite soil, iron cementation is generated after compaction, the reason is the rapid improvement of the bearing capacity, the damage of a loading truck to the roadbed surface is reduced, the lorry can be continuously compacted, and the bearing capacityis continuously increased.

Description

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Claims

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Application Information

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Owner EAST CHINA JIAOTONG UNIVERSITY
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