In-site monitoring and analysis of shaft lining’s additional strain in failure and formation grouting

Author:

Liang Heng-chang,Zhou Guo-qing,Liao Bo,Liu Zhi-qiang,Zhou Jin-sheng,Zhao Guang-si,Shang Xiang-yu,Zhang Hou-quan

Publisher

Elsevier BV

Subject

General Engineering

Reference10 articles.

1. Simulation study on reinforcing overburden to prevent and cure the rupture of shaft lining;Guo;Journal of China University of Mining & Technology,1999

2. Application and effect of grouting in surrounding soil on releasing and restraining additional stress of shaft lining;Guo;Chinese Journal of Geotechnical Engineering,2005

3. Fracture mechanism of shaft lining under special strata condition and the technique preventing the shaft from fracturing (Part One)[J];Wei;Journal of China University of Mining & Technology,1996

4. Shaft lining and frozen wall in thick alluvium [M];Guang,1998

5. The control method and its application about the soil grouting reinforcement process in vertical shaft[J];Zhi;Journal of China Coal Society,2005

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