Panoramic View of the Great Pier from the Waterfront. A Symbol of Yokohama Harbour, the 19-meter-wide, 730-meter-long Pier Was Built as Part of the First Port ...
0000 - Gale Group | NCCO Photography
... articleNext article The Role of the Quotations in Piers PlowmanJohn A. AlfordJohn A. Alford Search for more ... 119159Eric Weiskott Political Prophecy and the Form of Piers Plowman, Viator 50, no.11 (Jan 2019): 207– ... and Refrain: A Meditation on Poetic Procedure in Piers Plowman, The Yearbook of Langland Studies 30 (Jan ... 5.111398C. David Benson Plenary Lecture Sixth International Piers Plowman Society Conference, Seattle, University of Washington, 23 July 2015 ‘Stability and the Reading of Piers Plowman ’, The Yearbook of Langland Studies 30 (Jan ...
Tópico(s): Historical Studies of British Isles
1977 - University of Chicago Press | Speculum
A Post Card Depicting the Yokohama Harbor Pier at the End of the Taisho Era. Color. width 140 mm x height 91 mm. Series: Yokohama 1. Photographer: Unknown.
0000 - Gale Group | NCCO Photography
R. G. Horvath, T. Cameron Kenney, Paul Kozicki,
... to improve the load–displacement performance of concrete piers socketed into very weak rock. Results of load tests on six full-size piers are reported.One method involved cutting grooves into the socket wall to roughen the pier–rock interface and thus increase the shaft resistance component of load support. Two types of piers were tested: piers with a void at the base (shaft resistance only) and piers having both shaft resistance and end-bearing resistance. ... in a stiffer load–displacement behaviour of the pier–socket system.The initial portions of the load– ...
Tópico(s): Rock Mechanics and Modeling
1983 - NRC Research Press | Canadian Geotechnical Journal
... Unzen Area. There Are Many People at the Pier. Color. width 142 mm x height 90 mm. ...
0000 - Gale Group | NCCO Photography
Mohammad B. Mashahir, Amir Reza Zarrati, Ebrahim Mokallaf,
Various methods to control scour around bridge piers have been proposed, including application of riprap and installing a collar around piers. In the present study application of riprap alone and a ... examined experimentally for scour control around rectangular bridge piers. Piers aligned with the flow and skewed at 5, 10, and 20° to the flow were tested. Piers with three different aspect ratios equal to 1: ... study. A collar three times wider than the piers' width was installed around the piers at the ...
Tópico(s): Hydraulic flow and structures
2009 - American Society of Civil Engineers | Journal of Hydraulic Engineering
Picture Postcard Showing Mogi Pier at the Beginning of the Taisho Period. The Former Prefectural Highway Opened from Nagasaki to Mogi in 1885, and the ...
0000 - Gale Group | NCCO Photography
John Bignell, James M. LaFave,
... the seismic vulnerability of existing southern Illinois wall pier supported highway bridges to potential earthquakes. To perform ... inventory survey was first taken of the wall pier bridges identified in an earlier random sampling of ... bridges. From the survey three types of wall pier bridges were identified. Of those identified, hammerhead and regular wall pier supported bridges represented nearly 90% of the population. ... region. From these analyses, a series of wall pier supported bridge fragility curves were produced. In addition, ...
Tópico(s): Geotechnical Engineering and Soil Mechanics
2009 - Wiley | Earthquake Engineering & Structural Dynamics
IEEE Xplore
Color. width 142 mm x height 91 mm. Photographer: Unknown.
0000 - Gale Group | NCCO Photography
Stephen T. Benedict, Andral W. Caldwell,
... penetrating radar to collect measurements of live-bed pier scour and contraction scour at 78 bridges in ... South Carolina. The 151 measurements of live-bed pier-scour depth ranged from 1.7 to 16. ... with measured scour. This comparison indicated that predicted pier-scour depths generally exceeded the measured pier-scour depths, and at times predicted pier-scour depths were excessive (overpredictions were as large ... observed contraction scour was underpredicted. For live-bed pier scour, trends in laboratory and field data were ...
Tópico(s): Hydraulic flow and structures
2009 - United States Geological Survey | Scientific investigations report
IEEE Xplore
Photograph of the screw-pile pier at Madras (Chennai), Tamil Nadu, taken by an unknown photographer in c.1861. This is a view from the Screw Pile Pier Works on the foreshore looking straight along the ...
0000 - Gale Group | NCCO Photography
Liansheng He, Hongliang Liu, Beidou Xi, Yingbo Zhu,
... now was selected and geometrical shape of a pier was re-analyzed, in order to study the effects of the flow around the pier area as well as the riverbed alternation characteristics. ... and via parameter revision, the section that the pier has influence on was decided, to analyze the shape of the pier using RMA-2 and SED2D-WES models. With regards to the section that the pier has influence on, analysis was done on the four pier shapes, namely circle, square, rectangle, and octagon. The ... the shape with the least influence around the pier around is the octagon, followed by circle, rectangle, ...
Tópico(s): Hydraulic flow and structures
2009 - | Journal of Environmental Science International
IEEE Xplore
Photograph of the screw-pile pier at Madras (Chennai), Tamil Nadu, taken by an unknown photographer in c.1861. This view shows the pier under construction. Madras ...
0000 - Gale Group | NCCO Photography
Local pier scour experiments were performed in the laboratory to investigate the effect of relative sediment size on pier scour depth using three uniform sediment sizes and three bridge pier designs at different geometric model scales. When the ... the effect of relative sediment size on dimensionless pier scour depth is brought into focus. The choice ... model distorts the value of the ratio of pier width to sediment size in comparison with the ... of its coherent structure upstream of a bridge pier using acoustic Doppler velocimeter measurements. Observations of sediment ...
Tópico(s): Soil erosion and sediment transport
2009 - American Society of Civil Engineers | Journal of Hydraulic Engineering
Photograph. Fort Matilda Pier. View from S. End of Pier Looking North. 21. 2. 14.
0000 - Gale Group | NCCO Photography
Peggy A. Johnson, Eduardo F. Torrico,
The assessment of pier scour at many bridges is a difficult task because of the numerous complexities of the scour process. One of ... the flow depth is shallow relative to the pier width. A preliminary examination of the effect of wide piers in shallow water is provided and a modification ... the effect of shallow flow depths and wide piers while keeping all other variables constant. Existing laboratory ... were analyzed to incorporate the effects of wide piers on the scour at bridge piers. During the study regions of relative flow depth ( ...
Tópico(s): Soil erosion and sediment transport
1994 - SAGE Publishing | Transportation Research Record Journal of the Transportation Research Board
Photograph showing the sculptural detail on a pier in the Tenkailasam shrine of the Shiva Temple at Tiruvadi, taken by Alexander Rea around 1890. The pier is richly carved with kirtimukhas ...
0000 - Gale Group | NCCO Photography
Nandana Vittal, U. C. Kothyari, Morteza Haghighat,
... been made to reduce scour around solid circular piers. Such attempts use riprap, a circular collar around, ... and a delta wing‐like fin ahead of piers. Providing another scour reduction device, the present paper replaces the solid pier by a group of three smaller piers. A pier group starting from its foundation and extending fully into the flow depth is termed a "full pier group" and one extending partially into flow depth a "partial pier group." The scour due to a pier group in its best orientation is compared with ...
Tópico(s): Soil erosion and sediment transport
1994 - American Society of Civil Engineers | Journal of Hydraulic Engineering
IEEE Xplore
... photograph of a view of the Screw-Pile pier, Madras from the 'Vibart Collection of Views in ... an unknown photographer about 1855.The Screw Pile Pier is seen here under construction, circa 1860. It ...
0000 - Gale Group | NCCO Photography
Selçuk Oruç, Oğuz Eraslan, H. Alper Tukay, Arzu Atay,
... a fixed partial denture (FPD) with an intermediate pier abutment. Information is needed regarding the biomechanical behavior ... on stress distribution for 5-unit FPDs with pier abutments. Material and methods. A 3-dimensional cross- ... a 5-unit metal ceramic FPD with a pier abutment with rigid or nonrigid designs (connector location ... cervical regions of abutment teeth, especially at the pier abutment. Conclusions. The area of maximum stress concentration at the pier abutment was decreased by the use of a ...
Tópico(s): Endodontics and Root Canal Treatments
2008 - Elsevier BV | Journal of Prosthetic Dentistry