Thirty six anchors, corresponding approximately to five per cent of the total anchors of a retaining wall, were instrumented using electrical load cells, aiming to study the variation of the applied load with time associated with the sequencing of construction. It was observed that the average total loss was 25% of the average applied load, which consisted of three major component: rapid loss; long term loss and loss due to adjacent anchors loading
Prior to the excavation of half a million cubic meters of dense gravelly material within the city ce...
Tieback walls are typically design based on predetermined pressure distribution; however, these pres...
This paper describes the design, construction, and monitoring of a permanent tieback retention syste...
Temporary tied anchor retaining walls have been used extensively where deep excavations are required...
This work presents a study about a retaining structure designed for the duplication of the rail FEPA...
The present work evaluates the behavior of 26 reinjectable and prestressed anchors executed during t...
In this paper two case histories are addressed. The first case history describes the underpinning an...
A cantilever retaining wall, designed in apparent accord with provisions in a civil engineering hand...
An anchor slab retaining wall which stands seasonal overtopping floods was constructed in 1980 besid...
Retaining structures in proximity to railroads experience a variety of lateral loading intensities d...
This report comprises data and analysis of the results of a set of uplift load tests in inclined gri...
Retaining slope structures are increasingly considered in geotechnical engineering projects due to e...
It is presented the analysis of a retaining wall designed for the basement of a residential building...
This paper describes the post-failure analysis of a 26m long x 4m high gabion retaining wall located...
This thesis is based on the field monitoring of a propped bored pile retaining wall installed in an ...
Prior to the excavation of half a million cubic meters of dense gravelly material within the city ce...
Tieback walls are typically design based on predetermined pressure distribution; however, these pres...
This paper describes the design, construction, and monitoring of a permanent tieback retention syste...
Temporary tied anchor retaining walls have been used extensively where deep excavations are required...
This work presents a study about a retaining structure designed for the duplication of the rail FEPA...
The present work evaluates the behavior of 26 reinjectable and prestressed anchors executed during t...
In this paper two case histories are addressed. The first case history describes the underpinning an...
A cantilever retaining wall, designed in apparent accord with provisions in a civil engineering hand...
An anchor slab retaining wall which stands seasonal overtopping floods was constructed in 1980 besid...
Retaining structures in proximity to railroads experience a variety of lateral loading intensities d...
This report comprises data and analysis of the results of a set of uplift load tests in inclined gri...
Retaining slope structures are increasingly considered in geotechnical engineering projects due to e...
It is presented the analysis of a retaining wall designed for the basement of a residential building...
This paper describes the post-failure analysis of a 26m long x 4m high gabion retaining wall located...
This thesis is based on the field monitoring of a propped bored pile retaining wall installed in an ...
Prior to the excavation of half a million cubic meters of dense gravelly material within the city ce...
Tieback walls are typically design based on predetermined pressure distribution; however, these pres...
This paper describes the design, construction, and monitoring of a permanent tieback retention syste...