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Selection method for earth pressure balance shield muck improvement parameters of viscous formation adopting foam as additive

A technology of earth pressure balance shield tunneling and slag soil improvement, which is applied in earth square drilling, electrical digital data processing, special data processing applications, etc., and can solve problems such as lack of theoretical guidance and reliance on field trials

Active Publication Date: 2015-03-25
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, so far, there is still a lack of strong theoretical guidance for the selection of parameters for muck improvement. Most of them rely on on-site trials, select muck improvement methods and parameters based on experience, and modify them when problems arise

Method used

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  • Selection method for earth pressure balance shield muck improvement parameters of viscous formation adopting foam as additive
  • Selection method for earth pressure balance shield muck improvement parameters of viscous formation adopting foam as additive
  • Selection method for earth pressure balance shield muck improvement parameters of viscous formation adopting foam as additive

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Experimental program
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Effect test

Embodiment 1

[0063] Step 1: Select soil samples from the strata in the section where the earth pressure balance shield tunnel passes. For the convenience of soil collection, the same soil samples can be taken from the foundation pit near the shield section. Pay attention to sealing the soil samples in time and carry out the work indoors. Basic physical parameter test to obtain the water content of undisturbed soil (ω n ), liquid limit, plastic limit and plasticity index, to determine that there will be mud cake problems in the excavation process of the earth pressure balance shield, so as to select the foam agent to improve the shield dregs;

[0064] The second step: evaluate the foaming agent, measure the foaming rate FER of the foaming agent under atmospheric pressure and the dissipation time curve of the foam produced by the foaming agent, the FER is required to be greater than 10, and the half-life t of the foam is required to be obtained according to the foam dissipating time curve 50...

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PUM

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Abstract

The invention relates to a selection method for earth pressure balance shield muck improvement parameters of viscous formation adopting foam as an additive and belongs to the technical field of earth pressure balance shield construction. According to the method, the function relation of liquid-plastic limit and the foam injection ratio, the function relation of the slumps and the foam injection ratio and the function relation of the slumps and the water content are obtained through fitting of curve mathematical relationships. In order to facilitate establishment of effective earth pressure balance in the shield tunneling process, based on the requirement that the viscosity index is 0.4-0.75, the relation of the water content and the foam injection ratio is established, and a relation curve is drawn. On coordinate axes of the relation curve, the optimum foam injection ratio range is determined through the optimum slump range, and then the optimum water content range of muck is determined according to the relation of the water content and the foam injection ratio. In the process of field application, the influences of soil warehouse pressure on the volume of the foam, the bulk factor of the muck and the moisture of undisturbed soil are taken into account, and finally the use amount of foaming agents and the water injection ratio needed for muck improvement of each ring duct piece footage of the earth pressure balance shield are obtained. Experiments needed by the method are simple in operation, low in experiment cost and can be effectively applied to field construction.

Description

technical field [0001] The invention relates to a method for selecting dreg improvement parameters of an earth pressure balance shield in a cohesive formation with foam as an additive, and belongs to the technical field of earth pressure balance shield construction. Background technique [0002] The construction of earth pressure balance shield has the advantages of high safety, fast excavation speed, and little impact on the surrounding environment. The mass of particles smaller than 0.06mm accounts for more than 30% of the total amount of muck in the stratum. In the process of earth pressure balance shield tunneling in cohesive strata, in order to facilitate the establishment of earth pressure balance in the soil bin, prevent cohesive muck from forming mud cakes, reduce the thrust of excavation, reduce the torque of cutter head and screw conveyor, and reduce energy consumption, it is required Improve the flow plasticity of the strata in front of the cutter head and the mu...

Claims

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Application Information

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IPC IPC(8): E21D9/06G06F19/00
CPCE21D9/08G16Z99/00
Inventor 王树英阳军生叶新宇肖超张细宝周纯择周锦强
Owner CENT SOUTH UNIV
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