Add to ORKGA large cutting in decomposed granite failed after five days of dry weather following an extremely intense rainstorm in August 1982. The history of the slope and surrounding area is described and three theories that might explain the delayed nature of the failure are proposed
When a failure occurs, geotechnical engineers, engineering geologists, and geophysicists assign its ...
This paper presents the field investigation of a major landslide that occurred in a newly dredged sl...
During the construction of Contract C824 of the Circle Line in Singapore, on 20th April 2004 an 80 m...
A large cutting in decomposed granite failed after five days of dry weather following an extremely i...
The investigation and analysis of two landslides in a recently-constructed cut slope in weathered gr...
Lantau Island, the largest outlying island of the territory of Hong Kong, experienced a severe rains...
Rapid urban development in hilly terrain, coupled with tropical storms with heavy rainfall, has led ...
Three old failures of geotechnical projects are analyzed, where some original design uncertainties w...
On August 13, 1995, a slope above Shum Wan Road failed due to high rainfall and caused a 30-m sectio...
This case study concerns an investigation of a major existing soil slope. It is a 60m (197 ft) high ...
A Lecture cum-cinema hall was constructed on a terrace developed at the top of a hillock at a site l...
A 25 m high fill embankment was constructed as part of a Trunk Road scheme in Hong Kong. In June 198...
At milestone 3.1 km of the Formosa Freeway in northern Taiwan, a landslide occurred on April 25, 200...
On 6th of January 2001, a fill slope collapsed in Putrajaya, Malaysia. The failed slope was 25m in h...
In the present study, a rock cut slope in Chongqing of China, which failed suddenly about ten years...
When a failure occurs, geotechnical engineers, engineering geologists, and geophysicists assign its ...
This paper presents the field investigation of a major landslide that occurred in a newly dredged sl...
During the construction of Contract C824 of the Circle Line in Singapore, on 20th April 2004 an 80 m...
A large cutting in decomposed granite failed after five days of dry weather following an extremely i...
The investigation and analysis of two landslides in a recently-constructed cut slope in weathered gr...
Lantau Island, the largest outlying island of the territory of Hong Kong, experienced a severe rains...
Rapid urban development in hilly terrain, coupled with tropical storms with heavy rainfall, has led ...
Three old failures of geotechnical projects are analyzed, where some original design uncertainties w...
On August 13, 1995, a slope above Shum Wan Road failed due to high rainfall and caused a 30-m sectio...
This case study concerns an investigation of a major existing soil slope. It is a 60m (197 ft) high ...
A Lecture cum-cinema hall was constructed on a terrace developed at the top of a hillock at a site l...
A 25 m high fill embankment was constructed as part of a Trunk Road scheme in Hong Kong. In June 198...
At milestone 3.1 km of the Formosa Freeway in northern Taiwan, a landslide occurred on April 25, 200...
On 6th of January 2001, a fill slope collapsed in Putrajaya, Malaysia. The failed slope was 25m in h...
In the present study, a rock cut slope in Chongqing of China, which failed suddenly about ten years...
When a failure occurs, geotechnical engineers, engineering geologists, and geophysicists assign its ...
This paper presents the field investigation of a major landslide that occurred in a newly dredged sl...
During the construction of Contract C824 of the Circle Line in Singapore, on 20th April 2004 an 80 m...