期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
It is common practice to assess the deformation of structures due to tunnelling-induced effects by assuming that foundation movements coincide with gr......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
Surcharge due to improper soil dumping and irregular backfilling often causes excessive deformation along the adjacent shallow tunnel in soft-soil are......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (3)
The use of stabilising piles is an effective method of reinforcing a slope against landslides. Soil arching between the piles promotes more load trans......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (2)
The traditional method of determining the coefficient of consolidation in Hong Kong soils is to use oedometer testing. However, this gives unrealistic......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
The application of fabricated segmental lining in deeply buried inclined shafts in complex strata has been significantly increased in recent years. Ho......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
This paper presents a case history of an earth pressure balance shield tunnelling project in Guangzhou, China. It beings with an explanation of the pr......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
Bifurcated tunnels have two major engineering problems of large span and small interval simultaneously, and they pose higher demands on design and con......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
Building damage induced by the excavation conducted for the three-storey basement of the Kerry Center - a modernised business centre comprising large-......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (4)
Circular tunnels are the most popular shapes in urban underground transportation systems when mechanised tunnelling is used for the tunnel excavation.......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (3)
Large oil tanks are often vulnerable to weak bearing capacity and uneven settlement of foundations, which gives rise to potential losses of both lives......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (3)
Internal erosion induced by suffusion is a progressive process that can have negative consequences for dams, foundations and tunnel projects. The eros......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (1)
For the analysis and design of piled slopes using the upper-bound limit analysis method, the axial force on the pile cross-section, where the pile is ......
期刊： PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2021; 174 (1)
An extensive investigation into the responses of a fresh concrete pipe pile induced by the adjacent penetration of a pipe pile casing into clay, under......
