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Abstract

Goaf seriously restricts the overall planning, ecological environment, and economic development of Urumqi City. In view of the characteristics of large mining thickness, shallow buried depth, and steep slope of coal seams in Urumqi, this paper adopted full filling pressure grouting reinforcement measures to treat the goaf of steep slope coal seams under the east second ring road project in Urumqi City. The research results show that the underlying goaf in the study area has the characteristics of steep inclination, common development of multi-layer goaf, and transboundary mining. The maximum residual settlement of the goaf under the road section in the study area is about 877 mm, which is still in an unstable state. The treatment scheme of full filling pressure grouting is mainly used to fill the goaf and reinforce the security coal pillar area. The length of the treatment is 300 m; the width is 234 m, and the grouting volume is about 45 174 m3. Finally, the safety test is carried out by means of a drilling test, wave velocity logging in the hole, and ground settlement observation. The grout strengthens the grouting effect to a certain extent, and the grouting quality meets the requirements.

Publication Date

6-18-2022

DOI

10.14048/j.issn.1671-2579.2022.03.005

First Page

26

Last Page

29

Submission Date

May 2025

Reference

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