{"title":"CONGESTION CHARGING FOR LONDON","authors":"M. Richards","doi":"10.1057/9780230512962","DOIUrl":"https://doi.org/10.1057/9780230512962","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1994-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123554814","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1993-07-01DOI: 10.1201/9781482271355-10
N. Carstairs
An account is given of the design of a tubular steel road bridge across the River Tees barrage at Blue House Point, Stockton. The result of an architectural competition, the design comprises arches with circular infill members resulting in as transparent an appearance as was possible. Details are given of decisions taken during the design in order to accommodate the highest loading specified by the Department of Transport whilst keeping the original architectural concept. Initial analysis of part of the steelwork showed that the bridge steelwork behaved in unusual ways. A space frame model of the whole bridge was developed and analysed on a Sun Sparc workstation using Oasys GSA analysis software. 279 loadcases were examined. The final design which contains 350 tonnes of tubular steel and 280 tonnes of plates and cast steel, has a conventional reinforced concrete deck.
{"title":"TEES BARRAGE BRIDGE DESIGN","authors":"N. Carstairs","doi":"10.1201/9781482271355-10","DOIUrl":"https://doi.org/10.1201/9781482271355-10","url":null,"abstract":"An account is given of the design of a tubular steel road bridge across the River Tees barrage at Blue House Point, Stockton. The result of an architectural competition, the design comprises arches with circular infill members resulting in as transparent an appearance as was possible. Details are given of decisions taken during the design in order to accommodate the highest loading specified by the Department of Transport whilst keeping the original architectural concept. Initial analysis of part of the steelwork showed that the bridge steelwork behaved in unusual ways. A space frame model of the whole bridge was developed and analysed on a Sun Sparc workstation using Oasys GSA analysis software. 279 loadcases were examined. The final design which contains 350 tonnes of tubular steel and 280 tonnes of plates and cast steel, has a conventional reinforced concrete deck.","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1993-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131286050","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1992-12-01DOI: 10.1016/0148-9062(93)92034-n
G. Kempton
{"title":"The use of reinforcement geotextiles to support road embankments over areas subjected to mining subsidence","authors":"G. Kempton","doi":"10.1016/0148-9062(93)92034-n","DOIUrl":"https://doi.org/10.1016/0148-9062(93)92034-n","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1992-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122912012","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1992-08-01DOI: 10.1016/0148-9062(93)91068-t
P. Little
{"title":"A review of two European design methods for geotextile reinforced unpaved roads","authors":"P. Little","doi":"10.1016/0148-9062(93)91068-t","DOIUrl":"https://doi.org/10.1016/0148-9062(93)91068-t","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1992-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117157830","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1992-07-01DOI: 10.1016/0148-9062(93)91049-o
T. Ingold
{"title":"MARGINS OF SAFETY IN POLYMERIC SOIL REINFORCEMENT","authors":"T. Ingold","doi":"10.1016/0148-9062(93)91049-o","DOIUrl":"https://doi.org/10.1016/0148-9062(93)91049-o","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1992-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132412409","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1992-02-01DOI: 10.1016/0148-9062(93)91051-j
J. Younger, P. Widodo, Hadi Utoyo Moeno
{"title":"Characteristics of two Indonesian tropical soils","authors":"J. Younger, P. Widodo, Hadi Utoyo Moeno","doi":"10.1016/0148-9062(93)91051-j","DOIUrl":"https://doi.org/10.1016/0148-9062(93)91051-j","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1992-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128356549","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1991-11-01DOI: 10.1016/0148-9062(91)91360-4
D. Spence, E. Macpherson
{"title":"Surveying rock slopes in difficult conditions","authors":"D. Spence, E. Macpherson","doi":"10.1016/0148-9062(91)91360-4","DOIUrl":"https://doi.org/10.1016/0148-9062(91)91360-4","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1991-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126360873","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1991-07-01DOI: 10.1061/(ASCE)0733-947X(1993)119:1(142)
J. A. Emery
This paper discusses the problem of loss of jointing sand in block paving, how to avoid attendant loss of interlock, and possible damage to the pavement structure from ingress of water. Reasons for the erosion of jointing sand so far identified are: (1) Action of jet blast and propeller wash from aircraft engines; (2) Use of vacuum sweepers for cleaning block‐paving areas; (3) turbulent water flow over pavement surface; and (4) degradation and pumping of laying‐course materials. Various materials have been used to try to stabilize the jointing sand; some have provided a temporary solution to the problem. However, the most effective means of preventing erosion problems has been found to be the use of a specially formulated liquid prepolymer that retains elasticity after curing and is thus able to sustain the essential flexible nature of the block‐paving system.
{"title":"Stabilisation of jointing sand in block paving","authors":"J. A. Emery","doi":"10.1061/(ASCE)0733-947X(1993)119:1(142)","DOIUrl":"https://doi.org/10.1061/(ASCE)0733-947X(1993)119:1(142)","url":null,"abstract":"This paper discusses the problem of loss of jointing sand in block paving, how to avoid attendant loss of interlock, and possible damage to the pavement structure from ingress of water. Reasons for the erosion of jointing sand so far identified are: (1) Action of jet blast and propeller wash from aircraft engines; (2) Use of vacuum sweepers for cleaning block‐paving areas; (3) turbulent water flow over pavement surface; and (4) degradation and pumping of laying‐course materials. Various materials have been used to try to stabilize the jointing sand; some have provided a temporary solution to the problem. However, the most effective means of preventing erosion problems has been found to be the use of a specially formulated liquid prepolymer that retains elasticity after curing and is thus able to sustain the essential flexible nature of the block‐paving system.","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1991-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131995216","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1990-12-01DOI: 10.1016/0148-9062(91)90940-n
E. A. Snedker, J. Temporal
{"title":"M40 MOTORWAY BANBURY IV CONTRACT - LIME STABILISATION","authors":"E. A. Snedker, J. Temporal","doi":"10.1016/0148-9062(91)90940-n","DOIUrl":"https://doi.org/10.1016/0148-9062(91)90940-n","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1990-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130976490","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 1989-12-01DOI: 10.1016/0148-9062(90)94748-i
N. R. Harrison
{"title":"Bentonite slurry-grout cut-off walls","authors":"N. R. Harrison","doi":"10.1016/0148-9062(90)94748-i","DOIUrl":"https://doi.org/10.1016/0148-9062(90)94748-i","url":null,"abstract":"","PeriodicalId":198241,"journal":{"name":"Highways and transportation","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1989-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123004140","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：