JIAZHUQING TUNNEL AND THE ROCK MECHANICS，PART II:LIMITA- TION OF HEIM HYPOTHESIS，THEORETICAL CALCULATION AND PRAC- TICE OF THICK-WALLED CYLINDER & DEEP CAVERN
FU Hua-xing
China Railway Fifth Engineering Bureau (Group) Co.
Abstract：The Jiazhuqing Tunnel in Nanning-Kunming Railway is a kind of strong pressured tunnel which was the first tunnel designed and constructed by our country. During its design and construction，the principles of rock machanics were reflected fully for guiding the design and construction，so as to obtain successful effect. The whole process for applying several important formulas of rock mechanics arc described in this paper，and are expounded through the practical construction works of the Jiazhuqing Tunnel. Some traditional theories are described and evaluated also，and there arc new ideas on application of the rock mechanics. It provides reference for the popularization of rock mechanics on the engineering applications. (This paper consists of Part I & Part II，the Part I was issued in 2002，No I of the Journal of Railway Engineering Society.)
符华兴. 家竹箐隧道与岩体力学(下) ——海姆假定的局限性，厚壁圆筒及深埋洞室的理论计算与实践[J]. 铁道工程学报, 2002, 19(2): 42-49.
FU Hua-xing. JIAZHUQING TUNNEL AND THE ROCK MECHANICS，PART II:LIMITA- TION OF HEIM HYPOTHESIS，THEORETICAL CALCULATION AND PRAC- TICE OF THICK-WALLED CYLINDER & DEEP CAVERN. Journal of Railway Engineering Society, 2002, 19(2): 42-49.
2002, Vol. 19 
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