Singapore’s newest integrated resort, Marina Bay Sands, was completed in record time and has garnered numerous engineering awards. The development sits on recent sand reclamation, which in turn rests on deep soft marine clay deposits. With an average excavation depth of around 18 meters, the 16 hectare (39 acre) waterfront development involved some of the largest marine clay excavation in Singapore. About 2.8 million cubic meters of fill and marine clay were excavated from the site equating to about 800 trucks a day for two years. To overcome the challenges of the bulk excavation and minimize shoring in difficult soil environments, innovative excavation solutions were developed to enable an accelerated construction timetable for this projec...
In land-scarce Singapore, almost all the high-rise building construction and largescale major civil...
Construction of the New Istana for the Sultan of Brunei required that fill slopes up to 85 feet high...
In this paper, it is demonstrated that the shear strength of soil around jet grouting pile may be in...
This paper presents a case history of a deep excavation for building foundation in Shanghai soft dep...
Since the early 1990’s till early 2000s, the Changi East Reclamation Project in the Republic of Sing...
Implementation of mega geotechnical engineering projects requires a systematic approach and detailed...
In June 2002, a 32-storey high quality commercial building with a 3-level deep basement, namely Chat...
Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th Internation...
ABSTRACT: Shafts play an essential part in the construction, operation and maintenance of tunnels an...
This paper describes the geotechnical experience gained over the last 25 years at a 21-square kilome...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
The construction of the tunnels in the Central Expressway (CTE) Phase II involved deep excavations. ...
Ground improvement techniques were used to meet the design requirements for a beach resort complex a...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
AbstractAn engineering geological study was undertaken to determine the geotechnical properties and ...
In land-scarce Singapore, almost all the high-rise building construction and largescale major civil...
Construction of the New Istana for the Sultan of Brunei required that fill slopes up to 85 feet high...
In this paper, it is demonstrated that the shear strength of soil around jet grouting pile may be in...
This paper presents a case history of a deep excavation for building foundation in Shanghai soft dep...
Since the early 1990’s till early 2000s, the Changi East Reclamation Project in the Republic of Sing...
Implementation of mega geotechnical engineering projects requires a systematic approach and detailed...
In June 2002, a 32-storey high quality commercial building with a 3-level deep basement, namely Chat...
Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 5th Internation...
ABSTRACT: Shafts play an essential part in the construction, operation and maintenance of tunnels an...
This paper describes the geotechnical experience gained over the last 25 years at a 21-square kilome...
A deep internally braced excavation in soft clay was performed for a pump station at a sewage treatm...
The construction of the tunnels in the Central Expressway (CTE) Phase II involved deep excavations. ...
Ground improvement techniques were used to meet the design requirements for a beach resort complex a...
The Doha high-rise tower consists of a 4 level basement which required an excavation depth of 16m al...
AbstractAn engineering geological study was undertaken to determine the geotechnical properties and ...
In land-scarce Singapore, almost all the high-rise building construction and largescale major civil...
Construction of the New Istana for the Sultan of Brunei required that fill slopes up to 85 feet high...
In this paper, it is demonstrated that the shear strength of soil around jet grouting pile may be in...