Fracture defusing mechanism and pressure characteristic tests of rapid setting cement-based grouts
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Fracture defusing mechanism and pressure characteristic tests of rapid setting cement-based grouts
Vol. 35, Issue 8, (2014)
作者机构:
山东大学 岩土与结构工程研究中心,济南,250061
作者简介:
基金信息:
DOI:
CLC:TU451
Online First:14 August 2014,
Published:2014
稿件说明:
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SUN Zi-zheng, LI Shu-cai, LIU Ren-tai, et al. Fracture defusing mechanism and pressure characteristic tests of rapid setting cement-based grouts[J]. 2014, 35(8).
DOI:
SUN Zi-zheng, LI Shu-cai, LIU Ren-tai, et al. Fracture defusing mechanism and pressure characteristic tests of rapid setting cement-based grouts[J]. 2014, 35(8).DOI:
Fracture defusing mechanism and pressure characteristic tests of rapid setting cement-based grouts
Rapid setting cement-based grouts are widely used in water rich fracture grouting engineering. In order to study the defusing mechanism in fracture and pressure characteristic of rapid setting cement-based grouts
single planet fracture grouting model text under hydrostatic conditions were carried out using cement-silicate grout and polymer modified grout with different proportions. The diffusing behavior and the pressure variations in different measuring points were recorded to study the laws of hydrostatic diffusion of rapid setting cement-based grouts and the pressure distribution of grout diffusion. Results show that cement-silicate grout and polymer modified grout are similar in diffusing behavior and variation of pressure distribution
while the diffusing pressure of the cement-silicate grout is obviously higher than cement-silicate grout polymer modified grout
which has a relatively longer condensate and solidifying time and is conducive to improving the diffusing distance. The results are used in Zhangmatun iron mine with success in governing the water leakage in rock fracture and stability of the surrounding rock
which has a certain theoretical and practical significance and offers an reference for similar projects.
Field test and numerical simulation on thermo-mechanical response characteristics of a bridge energy row pile under heating-cooling cycles
Field test and numerical simulation of deformation characteristics of embankment on soft ground under different filling speeds
Comparative research on surrounding rock failure deformation and control mechanism in deep roadway driving along goaf based on discontinuous deformation analysis
Field test of piled beam-slab foundation
Field test research on treatment effect of embankment foundation in class Ⅳ dead-weight collapsible loess zone along railway passenger dedicated line
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