Experimental Investigation on Seepage Stability of Filling Material of Karst Collapse Pillar in Mining Engineering

Joint Authors

Yu, Bangyong
Chen, Zhanqing
Wu, Jiangyu

Source

Advances in Civil Engineering

Issue

Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-10, 10 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2018-09-30

Country of Publication

Egypt

No. of Pages

10

Main Subjects

Civil Engineering

Abstract EN

In northern China, groundwater inrush of Karst collapse pillar (KCP) often affects the coal mining process.

Current studies rarely consider the seepage stability of filling materials of KCP, especially through experimental investigations.

This study is to quantify the impacts of variable initial porosity and cementing strength on the seepage properties of filling material.

For this purpose, we designed and fabricated a test system.

This system can offer high water pressure and abundant water flow rate.

We tested three types of specimens which were cemented by clay, gypsum, and cement, respectively.

The seepage properties were obtained under the initial porosity of 0.11, 0.13, 0.15, and 0.17, respectively.

The change mechanism of seepage properties was measured through the comparison between mass loss and mass gain.

The results showed the followings findings: (1) The permeability-time curves have two types: the first type is that permeability gradually increases up to the occurrence of seepage instability and the second type is that permeability gradually decreases and approaches to a stable value.

No seepage instability is observed.

(2) Initial porosity and cementing material significantly affect the water flow properties of filling material.

In general, larger initial porosity has larger permeability.

For clay as cementing material, seepage instability occurs soon and higher initial porosity has shorter time to reach seepage instability.

For gypsum, seepage instability occurs after a period of time when initial porosity is large enough.

For cement, the permeability decreases gradually and approaches to a stable value.

The permeability-time curves have rapid decrease and slow decrease.

(3) The permeability has a magnitude of 10−15–10−13 m2 and varies with initial porosity and cementing materials.

The permeability is the largest for clay cementing and is the smallest for cement cementing.

American Psychological Association (APA)

Yu, Bangyong& Chen, Zhanqing& Wu, Jiangyu. 2018. Experimental Investigation on Seepage Stability of Filling Material of Karst Collapse Pillar in Mining Engineering. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-10.
https://search.emarefa.net/detail/BIM-1115919

Modern Language Association (MLA)

Yu, Bangyong…[et al.]. Experimental Investigation on Seepage Stability of Filling Material of Karst Collapse Pillar in Mining Engineering. Advances in Civil Engineering No. 2018 (2018), pp.1-10.
https://search.emarefa.net/detail/BIM-1115919

American Medical Association (AMA)

Yu, Bangyong& Chen, Zhanqing& Wu, Jiangyu. Experimental Investigation on Seepage Stability of Filling Material of Karst Collapse Pillar in Mining Engineering. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-10.
https://search.emarefa.net/detail/BIM-1115919

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1115919