A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of tunneled sewers in unstable ground
Principles of soil pressure and practical methods of design of circular arch ribs for sewers excavated in tunnel; theory of arch action in soils; test for determining ratio of lateral to vertical soil pressure; diagrams for designing lining of circular sewer tunnels; pressures in saturated clay; relation between horizontal and vertical pressures, from tests by author; chart of arch-ring thickness for concrete. (see also discussion by J. C. MEEM in n 5 May p 317-8 and author's reply in n 11 Nov p 706-7)
Design of tunneled sewers in unstable ground
Principles of soil pressure and practical methods of design of circular arch ribs for sewers excavated in tunnel; theory of arch action in soils; test for determining ratio of lateral to vertical soil pressure; diagrams for designing lining of circular sewer tunnels; pressures in saturated clay; relation between horizontal and vertical pressures, from tests by author; chart of arch-ring thickness for concrete. (see also discussion by J. C. MEEM in n 5 May p 317-8 and author's reply in n 11 Nov p 706-7)
Design of tunneled sewers in unstable ground
Civ Eng (NY)
Hennes, R.G. (author)
1932
5 pages
Article (Journal)
English
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