Analytical Solutions for Shallow Tunnels in Saturated Ground
Author:
Affiliation:
1. Member, ASCE
2. Asst. Prof., Purdue Univ., 1284 Civ. Engrg. Build., West Lafayette, IN 47907. E-mail: bobet@ecn.purdue.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A12%281258%29
Reference24 articles.
1. Attewell P. B. and Farmer I. W. ( 1974). “Ground deformations resulting from shield tunnelling in London clay.” Can. Geotech. J. Ottawa 11 380–395.
2. Attewell P. B. ( 1977). “Ground movements caused by tunneling in soil.” Proc. Conf. on Large Ground Movements and Struct. Wiley New York 812–948.
3. Attewell P. B. Yeates J. and Selby A. R. ( 1986). Soil movements induced by tunnelling and their effects on pipelines and structures Chapman and Hall New York.
4. Bobet A. ( 2001). “Liner stresses in tunnels in saturated ground.” Internal Rep. Purdue University West Lafayette Ind.
5. Bouvard M. and Pinto N. ( 1969). “Aménagement Capivari-Cachoeira: Étude du puits en charge.” La Houille Blanche Paris 7 747–760.
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