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Journal Articles

DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).

J GAUDARD, L F V HARCOURT
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1879) 58 (1879): 310–336.
https://doi.org/10.1680/imotp.1879.22179
Published: 01 January 1879
...J GAUDARD; L F V HARCOURT © Thomas Telford and ICE 1879 LAUSANNE ACADEMY BRIDGES ERECTION SPANS STABILITY ARCHES ASHLAR MASONRY PORTLAND CEMENT CONCRETE IRON PIERS RAILWAYS VIADUCTS GIRDERS STRAIN LATTICE TRUSSES VOUSSOIRS INTRADOS EXTRADOS JOINTS...
View article titled, DESCRIPTION OF SEVERAL BRIDGES ERECTED IN SWITZERLAND; WITH REMARKS ON BRIDGES OF LARGE SPANS, AND ON THE STABILITY OF ARCHES. (INCLUDES PLATES).
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Journal Articles

DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.

STEWART, G SNELL, R STEPHENSON, PASLEY, J S RUSSELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 464–466.
https://doi.org/10.1680/imotp.1846.24331
Published: 01 January 1846
...STEWART; G SNELL; R STEPHENSON; PASLEY; J S RUSSELL ARCHES STABILITY PRESSURE METHODS CALCULATING FORMS SECTIONS DEPTH VOUSSOIRS INTRADOS EXTRADOS FAILURES STRENGTH MATERIALS STONE MASONRY LINES RESISTANCE © Thomas Telford and ICE 1846 464 STAELLITY OF ARCHES...
View article titled, DISCUSSION. THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS.
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Journal Articles

ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).

G SNELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 439–464.
https://doi.org/10.1680/imotp.1846.24330
Published: 01 January 1846
...G SNELL © Thomas Telford and ICE 1846 ARCHES STABILITY PRESSURE METHODS CALCULATING FORMS SECTIONS DEPTH VOUSSOIRS INTRADOS EXTRADOS CROWNS BLOCKS MATERIALS SUPERSTRUCTURES STRENGTH FORCES STONE MASONRY JOINTS RUPTURES FAILURES RESISTANCE LINES VAULTS STABILITY...
View article titled, ON THE STABILITY OF ARCHES, WITH PRACTICAL METHODS FOR DETERMINING, ACCORDING TO THE PRESSURES TO WHICH THEY WILL BE SUBJECTED, THE BEST FORM OF SECTION, OR VARIABLE DEPTH OF VOUSSOIR, FOR ANY GIVEN INTRADOS OR EXTRADOS. (INCLUDES PLATES).
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Journal Articles

APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.

G SNELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 468–474.
https://doi.org/10.1680/imotp.1846.24333
Published: 01 January 1846
...G SNELL © Thomas Telford and ICE 1846 ARCHES STABILITY CONDITIONS RIVERS CROWNS INTRADOS EXTRADOS VOUSSOIRS STRENGTH MATERIALS STONE MASONRY PRESSURE FAILURES PONT Y TU PRYDD PONTYPRIDD TAFF WALES UK 468 STABILITY OF ARCHES. E F ;then a horizontal line...
View article titled, APPENDIX II. THE STABILITY OF ARCHES. THE CONDITIONS OF THE STABILITY OF THE ARCH OF THE PONT-Y-TU-PRYDD.
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Journal Articles

DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.

W CUBITT, T SOPWITH, I K BRUNEL, W H BARLOW, A PELLATT, W S INMAN, R STEPHENSON, G P BIDDER, G SNELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 172–182.
https://doi.org/10.1680/imotp.1846.24302
Published: 01 January 1846
... RESISTANCE RUPTURES JOINTS THICKNESS FORCES INTRADOS 172 BARLOW ON ARCHES. brought too neartheextremities of the voussoirs ; andinbrick arches,particularly those turnedinseparaterings, a muchgreater latitudemust be allowed. It mustbe evident, however, thatitis desirable to formbrickarchesasmuchas...
View article titled, DISCUSSION. THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION.
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