- From: John Stoneman <jstone@dial.pipex.com>
- Date: Thu, 21 Mar 1996 16:05:33 +0000
- To: www-html@w3.org
I need to convert a set of sgml headers into html Does anyone know of a good conversion programme, preferably for windows although I can get access to a mac or unix Here is an example of the sgml header: <!DOCTYPE art PUBLIC "-//ELSEVIER SCIENCE//DTD FULL LENGTH ARTICLE//EN" []> <art version="1.1.0" jid="GE" aid="19" vid="01"> <fm> <atl>The assessment of the collapse potential of fills and its significance for building on fill </atl> <aug> <au><fnm>J. A.</fnm> <snm> Charles<orf id="1"> </snm> </au> <aff><oid id="1">Building Research Establishment, Watford<cny> England</cny> </aff> </aug> <aug> <au><fnm>K. S.</fnm> <snm> Watts<orf id="2"> </snm> </au> <aff><oid id="2">Building Research Establishment, Watford<cny> England</cny> </aff> </aug> <re> </re> <abs><p>Fill materials which have been inadequately compacted or placed excessively dry usually undergo a reduction in volume when their moisture content is increased. This phenomenon can occur without any increase in applied stress and is commonly termed collapse compression. The increase in moisture content can be caused either by downward infiltration of surface water or by a rising groundwater level, and the associated ground movements can have a serious effect on structures which have previously been built on the fill. Consequently, where building on a non-engineered fill is contemplated, the assessment of collapse potential should be one of the most important facets of the ground investigation and a primary objective of ground treatment should be largely, if not totally, to eliminate collapse potential. The specification and control of the placement and compaction of engineered fill should also aim to eliminate collapse potential. The identification and measurement of collapse potential are rarely easy as it is not feasible to obtain undisturbed samples of many waste fills and the commonly available in situ testing techniques do not always correlate well with collapse potential. Following an investigation of collapse compressi on by the Building Research Establishment, a methodology for identifyin g and measuring collapse potential in fills is proposed which includes a newly developed procedure for a borehole infiltration test.</abs> <kwdg><kwd> </kwd></kwdg> </fm> </art> Thanks in advance John Stoneman
Received on Thursday, 21 March 1996 11:04:01 UTC