AbstractThe Millau viaduct over the Tarn River is an exceptional bridge considering the height under the deck and the 2.5km total length. Each of the seven high piers is founded on a thick raft setting on four large piles of 5m in diameter and 10–15m deep. The ground schematically consists of limestone in the north and of marls in the south. As the bridge is very sensitive to foundation settlements, the concessionary company decided to use the observational method for controlling the displacements and if necessary stabilize the foundations. The measurements show that the movements have remained small and admissible, particularly in terms of the rotations. The settlements have not occurred continuously under the load, but by steps
Surface fault ruptures can inflict serious damage to engineering structures built on or near them. I...
The Bridge River Powerhouse No. 1 was constructed between 1946 and 1950 on the north shore of Seton ...
The performance of a bridge abutment founded on spread footings was monitored. The construction sequ...
A 400 ft (122 m) long, five-span concrete bridge over Mud Creek, supported on end bearing steel pile...
This paper presents a case study of geotechnical design of bridge foundations and approaches in hill...
The paper refers to the foundation design of a bridge situated on active landslides in the under-car...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
W(H)YDOC PhD Prize 2012, durant el 4th International Workshop of Young Doctors in Geomechanics W(H)Y...
The Evripos crossing project (Greece) consisted of: The main cable stayed high bridge with three spa...
Newdesign loads onMerano-Malles Railways Line required structural and ground improvement along the w...
Loading tests on 865 mm diameter plates showed that the fractured chalk was much more compressible t...
The engineering community has devoted much effort to understanding the response of soil-structure sy...
Abstract: The paper presents the role and the importance of interactive approach to geotechnical des...
The railroad bridge of Corinth Canal was founded in a stable tectonic block (horst) consisting of ne...
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has b...
Surface fault ruptures can inflict serious damage to engineering structures built on or near them. I...
The Bridge River Powerhouse No. 1 was constructed between 1946 and 1950 on the north shore of Seton ...
The performance of a bridge abutment founded on spread footings was monitored. The construction sequ...
A 400 ft (122 m) long, five-span concrete bridge over Mud Creek, supported on end bearing steel pile...
This paper presents a case study of geotechnical design of bridge foundations and approaches in hill...
The paper refers to the foundation design of a bridge situated on active landslides in the under-car...
Since the early 70's ground improvement by use of stabilizing agents such as lime and cement has bee...
W(H)YDOC PhD Prize 2012, durant el 4th International Workshop of Young Doctors in Geomechanics W(H)Y...
The Evripos crossing project (Greece) consisted of: The main cable stayed high bridge with three spa...
Newdesign loads onMerano-Malles Railways Line required structural and ground improvement along the w...
Loading tests on 865 mm diameter plates showed that the fractured chalk was much more compressible t...
The engineering community has devoted much effort to understanding the response of soil-structure sy...
Abstract: The paper presents the role and the importance of interactive approach to geotechnical des...
The railroad bridge of Corinth Canal was founded in a stable tectonic block (horst) consisting of ne...
Surtees Bridge, which carries the A66(T) over the River Tees near Thornaby-on-Tees in the UK, has b...
Surface fault ruptures can inflict serious damage to engineering structures built on or near them. I...
The Bridge River Powerhouse No. 1 was constructed between 1946 and 1950 on the north shore of Seton ...
The performance of a bridge abutment founded on spread footings was monitored. The construction sequ...