Ground Freezing for the Construction of Deep Shafts (cd62e630-bbbe-4bb8-bfbe-16b05dab86f1)

Society for Mining, Metallurgy & Exploration
James A. Morrison Paul H. Madsen Stephane Carayol
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
21
File Size:
1150 KB
Publication Date:
Jan 1, 1999

Abstract

The Rio Piedras Alignment Section 7 of the Tren Urbano is currently being constructed beneath a historic commercial section of San Juan. Different portions of the section are being constructed using open cut, cut-and-cover, New Austrian Tunneling Method (NATM), Earth Pressure Balance Machine (EPBM), and as tacked drift mined support system. The combination of complex geology, low ground cover, and several innovative construction methods present many challenges to the ground control program. Mining and construction sequences were first developed to minimize ground movements and risk of damage to structures. A unique compensation-grouting program was developed to improve the ground, limit settlement, and recover settlements incurred due to mining.
Citation

APA: James A. Morrison Paul H. Madsen Stephane Carayol  (1999)  Ground Freezing for the Construction of Deep Shafts (cd62e630-bbbe-4bb8-bfbe-16b05dab86f1)

MLA: James A. Morrison Paul H. Madsen Stephane Carayol Ground Freezing for the Construction of Deep Shafts (cd62e630-bbbe-4bb8-bfbe-16b05dab86f1). Society for Mining, Metallurgy & Exploration, 1999.

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