ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2016, Vol. 36 ›› Issue (7): 862-867.DOI: 10.3973/j.issn.1672-741X.2016.07.015
Previous Articles Next Articles
MA Lancheng
Received:
Revised:
Online:
Published:
Abstract:
The construction efficiency would be reduced and the cost would be increased due to water burst and mud gushing when the tunnel crosses karst areas or waterrich strata. The construction efficiency reduction of labor and machinery and increasing of construction materials of tunnel construction in waterrich environment are not included in existing norm standards. Investing difficulties will be met due to insufficiency of references during budget estimation compilation. Analysis is made for comparison between data model, material and shift consumption of tunneling in waterrich environment and those of tunneling in normal environment, by taking inclined shaft No. 1 to inclined shaft No. 6 and related main tunnels of XiningGolmud 2nd Line of Guanjiao Tunnel for example. The comprehensive construction efficiency reduction coefficient of labor, machinery and primary support in waterrich environment to that in normal environment is obtained. The rebound amplification of concrete C20 and fiber concrete C25 in waterrich environment to that in normal environment is obtained as well.
Key words: tunnel, waterrich environment, labor, machinery, support, construction efficiency reduction, economic analysis
CLC Number:
U 455
MA Lancheng. Technoeconomic Analysis of Construction Efficiency Reduction of Guanjiao Tunnel in Waterrich Strata[J]. Tunnel Construction, 2016, 36(7): 862-867.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://www.suidaojs.com/EN/ 10.3973/j.issn.1672-741X.2016.07.015
http://www.suidaojs.com/EN/Y2016/V36/I7/862
Key Technologies of Cutterhead Configuration and Cutter Replacement for Large diameter Shield under High Water Pressure
Experimental Effect Prediction of Ground Conditioning of Water rich Sandy Stratum Based on BP Neural Network
Fullscale Experimental Study on Bending Performance of Segmental Joints of Large Crosssection Shield Tunnel under Pure Compressive Bending Condition
Study on Optimization of Emergency Rescue Station of Yuntunbao Tunnel on ChengduLanzhou Railway
Launching and Receiving Technology of Large Crosssection Horseshoeshaped Shield Used in Baicheng Tunnel
Design and Analysis of a New TBM Propulsion System with Small Turning Radius
Study on Key Technologies and Application of Engineering Big Data Management Platform of Tunnel Boring Machine
Improvement Technology of Bearing Capacity of Prestressed Anchor Cable in Large span Tunnel: a Case Study on Badaling Great Wall Station