Skip to main content

Table 1 Case histories of groundwater inrush disaster treatment in mine tunnels via aggregate pouring in China

From: Plugging efficiency of pouring aggregates through multiple boreholes into an inundated tunnel to prevent groundwater inrush disasters

Coal mine

Time of accident occurrence

Groundwater resources and pathway

Pressure (MPa)

Flowrate (m3/h)

Time of aggregate pouring

Aggregate consumption (m3)

Cement grouts (× 103 kg)

Sealing effect (%)

Longmen coal mine, Henan

11 December 1994

Cambrian karst aquifer, through a geologic structure

3.0

2,200.0

20 June–22 August 1994

3100.5

757.0

97.1

Renlou coal mine, Anhui

4 March 1996

Ordovician karst collapsed column

5.0

11,854.0–34,570.0

25 April–25 May 1996

129.9

15,032.0

85.0–90.0

Wucun coal mine, Henan

15 November 1999

Ordovician karst aquifer intersected by faults and collapsed column

N/A

2,145.0,

2,378.0 (maximum)

18 January to 10 March 2000

1,535.0

3,182.6

97.0–100.0

Dongpang coal mine, Hebei

12 April 2003

Ordovician karst collapsed column

5.0

7,000.0

10 May–11 June 2003

42,837.0

26,396.0

98.7

Sanshuping coal mine, Shaanxi

7 August 2011

Ordovician karst aquifer

3.0

8,000.0,

13,200.0 (maximum)

15 October–9 November 2011

25,716.0

60,383.0

98.7

Taoyuan coal mine, Anhui

2 February 2013

Karst collapsed column

N/A

30,000.0

24 February–16 May 2013

N/A

220,843.0

100.0

Panji coal mine No. 2, Anhui

25 May 2017

Ordovician karst collapsed column

N/A

3,024.0

20 June–27 July 2017

21,141.0

15,349.0

100.0

Yiliang Mining Company, Yunnan

2 March 2019

Permian Maokou and Qixia Formation aquifers

N/A

1,650.0

15 June–30 October 2019

3900.0

910.0

98.0