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Journal Articles

STUDENTS' PAPER. ON A DEEP BORING AT NORTHAMPTON. (INCLUDING APPENDIX AND PLATE AT BACK OF VOLUME).

H J EUNSON
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1883) 74 (1883): 270–281.
https://doi.org/10.1680/imotp.1883.21738
Published: 01 January 1883
...H J EUNSON © Thomas Telford and ICE 1883 DEEP BORING WATER BOREHOLES SHAFTS MACHINERY MACHINES DRILLING CROWNS LININGS IRON TUBES FRACTURE RODS TESTS PUMPING WATER SUPPLY BEDS WELLS MARLSTONE LIAS CLAYS TOWNS NORTHAMPTON ENGLAND UK 270 EUNSON ON A DEEP...
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Journal Articles

ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).

W BELL
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1872) 33 (1872): 58–126.
https://doi.org/10.1680/imotp.1872.22892
Published: 01 January 1872
... DEFLECTION ELASTIC MEASUREMENT STRUCTURES CURVED IRON MASONRY PRESSURE RINGS ACTION GIRDERS SPANS CROWNS ABUTMENTS ENDS PONTYPRIDD PONT Y TU PRYDD TAFF RIVER TAFE WALES UK 58 STRESSES OF RIGID ARCHES. No. 1,307 On the Stresses of Rigid Arches, Continuous Beams, and Curved St...
View article titled, ON THE STRESSES OF RIGID ARCHES, CONTINUOUS BEAMS AND CURVED STRUCTURES. (INCLUDING PLATES).
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Journal Articles

ACCOUNT OF EXPERIMENTS UPON ELLIPTICAL CAST-IRON ARCHES.

T F CHAPPE
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1859) 18 (1859): 349–355.
https://doi.org/10.1680/imotp.1859.23680
Published: 01 January 1859
... the two pieces together, making a total rise of 1 6 i inches. Tne sectional area of the arch at the crown was 2 . 4 3 inches ; that of the curved rib near the springing was 2 inches ; about midway between the springing andthe crown it was 1 - 7 5 inch ; and of the spandril 1- 34 inch. T h e weight of each...
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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

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

W H BARLOW
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1846) 5 (1846): 162–172.
https://doi.org/10.1680/imotp.1846.24301
Published: 01 January 1846
...W H BARLOW © Thomas Telford and ICE 1846 ARCHES VOUSSOIRS LINES THRUST THRUST LINE EQUAL HORIZONTAL GEOMETRY CONSTRUCTION METHODS CALCULATING PRESSURE THICKNESS JOINTS CATENARIES WEDGES CURVES ABUTMENTS CROWNS EQUILIBRIUM THEORY PRACTICE 162 BARLOW O N ARCHES...
View article titled, ON THE EXISTENCE (PRACTICALLY) OF THE LINE OF EQUAL HORIZONTAL THRUST IN ARCHES, AND THE MODE OF DETERMINING IT BY GEOMETRICAL CONSTRUCTION. (INCLUDES PLATE).
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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

DESCRIPTION OF AN OBLIQUE BRIDGE OVER THE RIVER GAUNLESS, ON THE HAGGER LEASES BRANCH RAILWAY, DURHAM.

J STOREY
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1845) 4 (1845): 59–60.
https://doi.org/10.1680/imotp.1845.24343
Published: 01 January 1845
...J STOREY © Thomas Telford and ICE 1845 BRIDGES OBLIQUE RIVERS RAILWAYS STONE ERECTION CONSTRUCTION ARCHES CENTERING CROWNS MASONRY ABUTMENTS GAUNLESS HAGGER LEASES DURHAM UK OBLIQUE BRIDGES. 59 .more easy than usual and was, in a great measure, free from the un...
View article titled, DESCRIPTION OF AN OBLIQUE BRIDGE OVER THE RIVER GAUNLESS, ON THE HAGGER LEASES BRANCH RAILWAY, DURHAM.
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Journal Articles

ACCOUNT OF THE PONT-Y-TU-PRYDD, OVER THE TAFF, GLAMORGANSHIRE.

T M SMITH
Journal: Minutes of the Proceedings of the Institution of Civil Engineers
Minutes of the Proceedings of the Institution of Civil Engineers (1838) 1 (1838): 36–37.
https://doi.org/10.1680/imotp.1838.24806
Published: 01 January 1838
...T M SMITH BRIDGES CONSTRUCTION RIVERS ARCHES ABUTMENTS SOFFITS CROWNS PONT Y TU PRYDD PONTYPRIDD TAFF GLAMORGAN WALES UK © Thomas Telford and ICE 1838 36 masses of from three to ten tons ; i t is used most extensivelyfor building and for lime manure. About 13 cubic...
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