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Le nouveau pont en beton armea tablier suspendu de 161 metres de portee, etc
Method of design of La Roche-Guyon concrete-arch bridge of 161 m span described in article by S. BOUSSIRON, previously indexed from issue of Feb 9 1935; comparative study of three types of concrete arches of same span and rise; use of hydraulic jacks in compensating of stresses during construction and striking of centers; results of dead-load and live-load tests of bridge.
Le nouveau pont en beton armea tablier suspendu de 161 metres de portee, etc
Method of design of La Roche-Guyon concrete-arch bridge of 161 m span described in article by S. BOUSSIRON, previously indexed from issue of Feb 9 1935; comparative study of three types of concrete arches of same span and rise; use of hydraulic jacks in compensating of stresses during construction and striking of centers; results of dead-load and live-load tests of bridge.
Le nouveau pont en beton armea tablier suspendu de 161 metres de portee, etc
Le nouveau pont en beton armea tablier suspendu de 161 metres de portee, etc
Esquillan, N. (author)
Genie Civil ; 106
1935
5 pages
Article (Journal)
French
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