Add to ORKGThe Critical state model is introduced. Its use via finite element method hy using a critical state computer programme CRISP for prediction of ultimate settlement of a test fill on soft clay is demonstrated. The predictions are made at various depths under the fill. Settlements after 13 years are calculated and comparisons between the predicted and measured values are made. The comparisons indicate over estimation of settlement by CRISP
An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The mode...
The paper describes the Class A prediction and Class C back-calculations of the Ballina test embankm...
The objective of this study was to predict the time rate of settlement of partially saturated soils....
This paper investigates the possibility of the application of the HArdening State Parameter (HASP) c...
With the increased availability of computers of various sizes, it is becoming more common to predict...
In this paper, a study is presented on the possibility to numerically simulate observed settlements ...
A companion paper by the author described the "Prediction of drained behavior from undrained behavio...
Construction on soft soil such as clay are generally subject to excessive settlement and the settlem...
Long-term settlement in clay constitutes an engineering challenge in road design and construction in...
Settlement problems in areas with soft sensitive clays are encountered in many parts of Norway and e...
When structures are founded on deep layers of lightly overconsolidated, soft clay large settlement o...
Surface subsidence is a typical problem for any underground mineral extraction. In order to choose a...
In this paper a novel modelling procedure is proposed to estimate whole-life settlements of tolerabl...
Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-repl...
Excessive settlement of engineering structures and subsequent correction procedure have become a maj...
An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The mode...
The paper describes the Class A prediction and Class C back-calculations of the Ballina test embankm...
The objective of this study was to predict the time rate of settlement of partially saturated soils....
This paper investigates the possibility of the application of the HArdening State Parameter (HASP) c...
With the increased availability of computers of various sizes, it is becoming more common to predict...
In this paper, a study is presented on the possibility to numerically simulate observed settlements ...
A companion paper by the author described the "Prediction of drained behavior from undrained behavio...
Construction on soft soil such as clay are generally subject to excessive settlement and the settlem...
Long-term settlement in clay constitutes an engineering challenge in road design and construction in...
Settlement problems in areas with soft sensitive clays are encountered in many parts of Norway and e...
When structures are founded on deep layers of lightly overconsolidated, soft clay large settlement o...
Surface subsidence is a typical problem for any underground mineral extraction. In order to choose a...
In this paper a novel modelling procedure is proposed to estimate whole-life settlements of tolerabl...
Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-repl...
Excessive settlement of engineering structures and subsequent correction procedure have become a maj...
An elastic-plastic model for describing the stress-strain behaviour of a clay is presented. The mode...
The paper describes the Class A prediction and Class C back-calculations of the Ballina test embankm...
The objective of this study was to predict the time rate of settlement of partially saturated soils....