Search Results

6,054 results found for (All Fields including Full Text contains ‘"STONE"’)
Display results per page
 
Sort results by
Relevance
Newest first
Oldest first
 
Article
Authors: VIGNOLES, SMITH, F BRAITHWAITE
Source: Minutes of the Proceedings, Volume 2, Issue 1842, January 1842, pages 147 - 148
The machine is composed of two parallel bars of steel, supporting of which passesa spiral a traversingcarriage,throughthecentre auger attached to ascrewed bar; this bar fits into a female screw clamp above the carriage, and on theupper end is awinchwith four handles. When the instrument is in use it is fixed by two cramps upon the stone tobe pierced, andthe auger beingmadeto revolve by means of the winch, scoops out at. each revolution as great a depth af stone as is equal to the distance which the screw descends; the chips ascending through the spiral channel of the auger, are thrown off at the top...
  • PDF PDF
    113.65K
Article
Authors: C STONE
Source: Minutes of the Proceedings, Volume 39, Issue 1875, January 1875, pages 212 - 217
212 RECONSTRUCTION OF BRIDGES, DELHI RAILWAY. No. 1,401.- " The Implements employed, and the Stone Protection adopted, in the Reconstruction of the Bridges on the Delhi Railway." By CHARLES STOWE, Inst. C.E. M. IN 1867, when i n charge, for the Company, of the Jumna bridge works, Delhi Railway, the Author commenced making notes with a view to write an account of the sgstem of well-sinking then . in progress. Finding, however, Mr. Imrie Bell, M Inst...

This article is available for purchase.

Chapter
Source: Appraisal and Repair of Masonry, January 1996, pages 131 - 137
  • 10.1. Introduction

  • 10.2. General repairs, restoration and cleaning

  • 10.3. Rubble-filled walls and columns

  • 10.4. Cornices and gutters

  • 10.5. Stone decay

  • 10.6. Mortar decay and cracked walls

This chapter is available for purchase.

Article
Authors: F RANSOME, FARADAY, A PELLATT, C H SMITH, R STEPHENSON, DONALDSON, J FAREY, R T RANSOME, GARROD, C BARRY, DEAN OF WESTMINSTER, H DE LA BECHE, J WALKER, R PHILLIPS, J M RENDEL, C MAY, CARPMAEL, NEWTON, JJ HAWKINS
Source: Minutes of the Proceedings, Volume 7, Issue 1848, January 1848, pages 59 - 71
W I T H A SILICA BASE. 59 public, consists in the employment of silica, both as the base and as combining the material, whereby compound the approaches initsnatureandcompositiontothebestkinds of naturalstone. Now most of the other varieties of artificial stone, hitherto produced, are compounds, of which lime, or its carbonate, or sulphate, forms the base; and in some instances they consist, in part, of organic as thebase.Such matters, in combination with inorganic matters varieties,althoughveryextensivelyandusefullyemployedininternal ornamental and decoration, been have found be to far inferiorinstrengthanddurabilitytotheproductionsofnature, andare,consequently,seldom, or neveremployed,whereeither of those qualities are required...
  • PDF PDF
    705.58K
Article
Authors: A R WOODSIDE, W D H WOODWARD, H AKBULUT
Source: Proceedings of the ICE - Municipal Engineer, Volume 127, Issue 3, September 1998, pages 103 - 108
Stone mastic asphalt: assessing the effect of cellulose fibre additives A. R. Woodside, MPhil, CEng, FICE, FIEI, FIAT, FIQ, MCIWEM, W. D. H. Woodward, DPhil, MPhil, BSc, MIHT, MIAT, MIEI, AMIQ and H. Akbulut, BSc, MIHT & Proc. Instn Civ. Engrs Mun. Engr, 1998, 127, Sept., 103 108 Paper 11645 Written discussion closes 15 March 1999 Currently, in the UK, there is considerable interest in the fact that a German bituminous surfacing mixture known as stone mastic asphalt may possess levels of in-service performance that resist the growing incidence of premature failure experienced by traditional materials such as hot rolled asphalt...

This article is available for purchase.

Article
Authors: W F L CARNEGIE
Source: Minutes of the Proceedings, Volume 1, Issue 1837, January 1837, pages 38 -
38 Locomotive Enginerr. Mr. Harrison gave, at the request of the President, some information respecting the fuel and fire-boxes of the locomotive engines on the Stanhope and Tyne Railway. From long experience it was found that coal, which contained much bitumen, caused the tubes of the fireboxes to leak in a very short time. They obtained coal as free from sulphur as possible, and theconsequences had been most advantageous ; for during two yearsand ahalf, notmorethanonehundredand twenty tubes had been required for seven engines, of which four were always at work...

This article is available for purchase.

Article
Authors: C. J. Serridge
Source: Proceedings of the ICE - Engineering Sustainability, Volume 158, Issue 4, December 2005, pages 211 - 222

As part of achieving environmental sustainability in ground treatment, there is an increasing desire to use recycled materials for vibro stone column techniques. Materials used in stone column construction are required to be free-draining, hard, inert and comply with acceptable criteria in terms of material type, grading, hardness and chemical stability. Spent railway track ballast and crushed concrete probably have the greatest potential for this application in the UK. New European standards for aggregates allow the use of environmentally sustainable materials in a wider range of applications than under the British Standards they replace. However, where such materials are considered for use, as an alternative to natural primary aggregates, it is important that these materials are fit for purpose. Technical requirements for vibro stone column aggregate are discussed. Of particular importance is the fines (clay/silt) content of the aggregate, as this can have a significant effect on the angle of internal friction of the stone column material (and drainage characteristics). This in turn influences both the carrying capacity of the stone column and the settlement characteristics of the stone column-soil composite. Some applications of recycled aggregate in the context of vibro stone columns are presented, including a case history for spent railway ballast and crushed concrete. Also presented is an innovative technique for avoiding pollutant linkages via stone columns using ‘vibro concrete plug’ technology.

This article is available for purchase.

Article
Authors: M. J. McHale
Source: Proceedings of the ICE - Municipal Engineer, Volume 159, Issue 2, June 2006, pages 63 - 69

Contrary to public belief, engineers and architects have limited data on the structural behaviour of stone paving that is subject to the movement of modernday traffic. This paper presents a brief history of stone paving and the reasons for its current revival. Recent research studies aimed at both improving understanding of stone paving and obtaining more cost-effective design and construction are described. The current availability of design guidance and engineering standards is reviewed. Lessons from recently completed schemes are used to complement existing guidance in preparing designs, developing specifications and improving construction. The key issues covered include: the need to marry visual and structural requirements; novel designs; factors that increase the risk of failure; and training and aftercare. The paper concludes that successful engineering of stone paving requires careful planning. The risk of failure can be considerable if certain key factors are not considered. In particular, the basic principles of constructing stone paving need to be understood by stone layers. Traditional laying techniques are not appropriate for schemes that accommodate heavy loads. In terms of aftercare, the paper highlights the need for regular inspections to identify early-life defects, and describes a technique that can be used to improve levels of skid and slip resistance without affecting the visual appearance of the stone surface.

This article is available for purchase.

Article
Authors: L CARNEGIE
Source: Minutes of the Proceedings, Volume 2, Issue 1842, January 1842, pages 146 - 147
146 with rings of angle-iron, andthepressure of thesteam to which the safety valves were weighted was 50 lbs. on the square inch. From appearances after the explosion, i t was conjectured that the tube, which was collapsed in a remarkable manner in its entire length, had been softened by the heat, having probably been left ciry along the upper side. No opinion is given as to the cause of theexplosion,but it is particularly mentioned that the supply of feed-water depended upon theregular attention of the engineer andthatthefeed-pipe was placed so that the water fell directly upon the hottest part of the tube flue, and it is remarkable that the tube is most extensively fractured at that spot...

This article is available for purchase.

Article
Authors: I. Jefferson, M. Gaterell, A. M. Thomas, C. J. Serridge
Source: Proceedings of the ICE - Ground Improvement, Volume 163, Issue 1, February 2010, pages 71 - 77

This paper investigates a number of issues significant to the evaluation of the sustainability of vibro stone columns and, in so doing, discusses how a carbon dioxide emissions estimation tool could be developed for this area of ground improvement. It involves consideration of the use of recycled/secondary aggregates and how this choice affects the column design process, in terms of the durability of constructed works and the amounts of aggregates required. The paper concludes that assessing the sustainability of vibro stone column construction, in carbon dioxide emissions terms, is a complex process not based simply on whether recycled/secondary aggregates themselves are more ‘environmentally friendly' than primary aggregates. Instead, it requires care on the part of ground improvement engineers, who must balance geographical variation of aggregate sources against the amount of aggregate used in the vibro stone column construction. However, it is noted that the use of carbon dioxide provides a limited view of sustainable performance, and that the continued development of emerging assessment tools could help capture some of the true complexity of the decision-making process.

This article is available for purchase.