Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden

Jul. 2021

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Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 256-259,279.

Citation:

Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 256-259,279.

Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 256-259,279.

Citation:

Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(5): 256-259,279.

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Ground Settlement Monitoring & Control in Metro Construction by Underground Cutting with Shallow Overburden

Received Date: 2002-07-15
Available Online: 2021-07-20

Abstract

Abstract

Introducing the actual conditions of the ground settlement monitoring in the running tunnels of Gongyuanqian Station~Haizhu Square Station of Guangzhou Metro Line 2, which is constructed by underground cutting method with shallow overburden, analyzing the primary causes of ground settlement, summarizing the accessorial technical measures, e.g. timely strengthening the initial support and variable grouting during tunneling to control the ground settlement. It is useful for theoretical research and application preference.
- underground cutting with shallow burden,
- settlement monitoring,
- time effect,
- initial(beforehand)support,
- grouting method