Compensation grouting to control tilt of Big Ben Clock Tower

被引：0

作者：

Harris, DI ^{[1
]}

Mair, RJ ^{[1
]}

Burland, JB ^{[1
]}

Standing, JR ^{[1
]}

机构：

[1] Geotech Consulting Grp, London, England

来源：

GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2000年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Big Ben Clock Tower is the most famous of many historic and important structures affected by ground movements associated with construction of the Jubilee Line Extension Project in London. The construction works for the new Westminster Station are outlined. Compensation grouting undertaken to control the tilt of the Tower is described, drawing particular attention to the instrumentation used to monitor tilt and the precision to which the tilt could be controlled.

引用

页码：225 / 232

页数：8

共 6 条

[1]

Burland JB, 1996, GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, P773

[2]

BURLAND JB, 1977, STRUCT ENG, V55, P87

[3]

Carter MD, 1996, GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, P81

[4]

Crawley JD, 1996, GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, P93

[5]

Harris DI, 1996, GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, P361

[6]

Higgins KG, 1996, GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND, P525

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