ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2006, Vol. 26 ›› Issue (2): 68-70,73.DOI: B
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PAN Meng-Shan
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Abstract:
On basis of the construction of the ultrashallowburied portion of Kunlunshan tunnel of Qingzang railway (from DK977+600 to DK977+660), the article describes the effects of the following measures in the tunnel construction: surface consolidation grouting, freezing/thawing prevention by means of sun shading, pregrouting by means of small pipes installed around the tunnel arch, weak blasting, shotcreting and monitoring. Furthermore, the article also describes the freezing/thawing prevention construction techniques, the waterproofing and drainage construction techniques and the technique of thermal rods as specially taken to consolidate the freezing ground.
CLC Number:
U455.49
PAN Meng-Shan. Construction Technology of Ultrashallowburied Portion of Kunlunshan Tunnel[J]. Tunnel Construction, 2006, 26(2): 68-70,73.
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