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Keywords: DYNAMIC
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 1–3.
Published: 01 January 1998
...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (3): 146–155.
Published: 01 July 1996
... shows typical variations in the static service loadfollowinga blast. Conclusions 35. A full-scale field investigation has been successfully conducted into the dynamic and static responseof rock bolt systemsat Pen y Clip Tunnel in north Wales, using the described instrumentation systems. The load cell...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (1): 57–63.
Published: 01 January 1996
... powerhouse without causing any visible or invisible damage to the powerhouse complex due to ground vibration or fly rock. A muffle bucket, designed on the basis of dynamic load concept was used both for the muffling and loading operations.The bucket displacement due to throw of rock fragments and the average...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (3): 135–142.
Published: 01 July 1994
... ELASTIC DYNAMIC FAILURES Review of foundation testinmg ethods and procedures M. England and W. G. K. Fleming Proc. Instn Civ. Engrs Geotech. Engng, 1994. 107,July, 135-142 Ground Board W This Paperreviews some of the shortcomings of foundation loadtesting procedures, considers what wouldconstitute...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (1): 11–16.
Published: 01 January 1994
... fragments. The subsoil was investigated by dynamic standard penetration tests (SPTs),cross-hole and laboratory tests. The observedsettlements of the foundation, a box-type raft, compare well withthose predicted on the beach sand stratum. These were (in ordoefr descent) (Q) fine-to-medium sand, with shell...

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