Zobrazeno 1 - 10
of 14
pro vyhledávání: '"I F Symons"'
Autor:
I. F. Symons, C.R.I. Clayton
Publikováno v:
Géotechnique. 42:127-130
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81d12e2091f872d05110022f7c250c5c
https://doi.org/10.1680/geot.1992.42.1.127
https://doi.org/10.1680/geot.1992.42.1.127
Autor:
I. F. Symons, D. R. Carder
Publikováno v:
Géotechnique. 42:117-126
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93c238315781226fc04e53d02b65d6c3
https://doi.org/10.1680/geot.1992.42.1.117
https://doi.org/10.1680/geot.1992.42.1.117
Autor:
H D St John, D Thompson, K Yah, I F Symons, W H Ward, David M. Potts, C Raison, N J Brooks, D P Nicholson, J D Findlay, R A Day, Thomas Paul, A S O Brien
Publikováno v:
Proceedings of the Institution of Civil Engineers. 90:1255-1277
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2744febc8972eea56b4249479102b021
https://doi.org/10.1680/iicep.1991.17394
https://doi.org/10.1680/iicep.1991.17394
Publikováno v:
Canadian Geotechnical Journal. 28:282-297
This paper investigates the pressures exerted by clay backfills against retaining structures. The lateral pressures are developed during three main phases: placement, compaction, and burial; horizontal total stress reduction at constant moisture cont
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cd1f36d2cba1dd1f254f926511ce324
https://doi.org/10.1139/t91-034
https://doi.org/10.1139/t91-034
Autor:
D. R. Carder, I. F. Symons
Publikováno v:
Géotechnique. 39:55-75
For embedded retaining walls in clay the critical design condition normally occurs in the long term when pore-water equilibrium has been achieved under the new stress regime near to the wall. This Paper presents the results of a field study of the lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a3f75348609b7911c6d2e4584ad4a7e
https://doi.org/10.1680/geot.1989.39.1.55
https://doi.org/10.1680/geot.1989.39.1.55
Autor:
I F Symons, R T Murray
Publikováno v:
Proceedings of the Institution of Civil Engineers. 84:519-538
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc9eebc6185b9f49708cc0094f834f28
https://doi.org/10.1680/iicep.1988.33
https://doi.org/10.1680/iicep.1988.33
Autor:
I. F. Symons, P Tedd
Publikováno v:
Géotechnique. 39:701-710
This is a report of the extensive instrumentation and monitoring and the behavior of a section of retaining wall and adjoining ground at the 4 m long cut and cover Bell Common Tunnel in Essex. Earth and pore water pressures are reported as well as gr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e503ec15cf438753306d067ed5d29de
https://doi.org/10.1680/geot.1989.39.4.701
https://doi.org/10.1680/geot.1989.39.4.701
Publikováno v:
Proceedings of the Institution of Civil Engineers. 59:571-593
This paper describes the results of an extensive programme of research into the problem of predicting the magnitude and rate of settlement of embankments constructed on compressible subsoils. Field measurements have been obtained from a number of sit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b3b1582e7b531e68b5f54999565fa0f
https://doi.org/10.1680/iicep.1975.3629
https://doi.org/10.1680/iicep.1975.3629
Publikováno v:
Géotechnique. 34:513-532
Extensive instrumentation has been installed at Bell Common Tunnel to monitor the performance of a propped embedded retaining wall and the behaviour of the stiff clay in which it has been constructed. Earth and porewater pressures, ground and wall mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8210dac88ccb5dd0e899d6506c11560b
https://doi.org/10.1680/geot.1984.34.4.513
https://doi.org/10.1680/geot.1984.34.4.513
Autor:
I F Symons
Publikováno v:
Proceedings of the Institution of Civil Engineers. 75:617-633
This paper considers the stability of in situ retaining walls in overconsolidated fissured clays. A propped embedded retaining wall in London clay is used to examine the effect of different methods of analysis and of variations in the input parameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::724a31cb403eeda0fc8d5f9d9f2cda54
https://doi.org/10.1680/iicep.1983.1379
https://doi.org/10.1680/iicep.1983.1379