The current state-of-the-art for predicting settlements of shallow foundations in granular soils is far from adequate. Even the most popular settlement prediction method can over-estimate the settlement significantly. Using a large database of settlement records, a probabilistic design chart was developed for four traditional settlement prediction methods. When the settlement is estimated by any of these four deterministic methods, the proposed design chart enables the designer to obtain the probability that the actual settlement exceeds 25 mm. This design chart, incorporating the uncertainty associated with the different settlement prediction methods, will be a very useful tool in the design of shallow foundations in granular soils. A case...
This thesis is focused on the topic of probabilistic design of the shallow foundation. In the first ...
Excessive settlement of engineering structures and subsequent correction procedure have become a maj...
Traditional design methods of bearing capacity of shallow foundations are deterministic in the sense...
The current state-of-the-art for predicting settlements of shallow foundations in granular soils is ...
It is believed that, for typical shallow foundations in granular soils, settlement considerations ar...
It is believed that, for typical shallow foundations in granular soils, settlement considerations ar...
The main objective of this paper is to review the current state-of-the-art for predicting settlement...
Traditional methods of settlement prediction of shallow foundations on granular soils are far from a...
This paper attempts to quantify the amount of luck associated with accurate prediction of ground set...
© 2005 Modelling & Simulation Society of Australia & New ZealandThe problem of estimating the settle...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. Ph.D.MICROFICHE COP...
It is at least intuitively evident that variability in soil properties will have a significant effec...
By modeling soils as spatially random media, estimates of the reliability of foundations against ser...
Over the years, many methods have been developed to predict settlement of shallow foundations on coh...
The problem of estimating the settlement of shallow foundations on granular soils is very complex an...
This thesis is focused on the topic of probabilistic design of the shallow foundation. In the first ...
Excessive settlement of engineering structures and subsequent correction procedure have become a maj...
Traditional design methods of bearing capacity of shallow foundations are deterministic in the sense...
The current state-of-the-art for predicting settlements of shallow foundations in granular soils is ...
It is believed that, for typical shallow foundations in granular soils, settlement considerations ar...
It is believed that, for typical shallow foundations in granular soils, settlement considerations ar...
The main objective of this paper is to review the current state-of-the-art for predicting settlement...
Traditional methods of settlement prediction of shallow foundations on granular soils are far from a...
This paper attempts to quantify the amount of luck associated with accurate prediction of ground set...
© 2005 Modelling & Simulation Society of Australia & New ZealandThe problem of estimating the settle...
Massachusetts Institute of Technology. Dept. of Civil Engineering. Thesis. 1974. Ph.D.MICROFICHE COP...
It is at least intuitively evident that variability in soil properties will have a significant effec...
By modeling soils as spatially random media, estimates of the reliability of foundations against ser...
Over the years, many methods have been developed to predict settlement of shallow foundations on coh...
The problem of estimating the settlement of shallow foundations on granular soils is very complex an...
This thesis is focused on the topic of probabilistic design of the shallow foundation. In the first ...
Excessive settlement of engineering structures and subsequent correction procedure have become a maj...
Traditional design methods of bearing capacity of shallow foundations are deterministic in the sense...