scholarly journals Settlements of spread footing foundations on quick clay stabilized with lime and cement

2021 ◽  
Vol 710 (1) ◽  
pp. 012048
Author(s):  
E S Juvik ◽  
B K F Bache ◽  
S S Berre
Keyword(s):  
1970 ◽  
Vol 7 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Roland Pusch

A series of unconfined compression tests has been made on a marine, quick clay and small specimens were extracted for microstructural investigation. The natural microstructural pattern was characterized by a network of small aggregates connected by links of particles. The links broke down successively at increasing shear deformation and formed domain-like groups of particles. In the macroscopic shear zone the shear forces tended to orient and deform the aggregates.The aggregates behaved as rigid bodies to a certain stress level during the shear process. The concept of residual strength may correspond to the state where the majority of the links have been broken while the aggregates are still intact.


2016 ◽  
Vol 208 ◽  
pp. 214-230 ◽  
Author(s):  
Inger-Lise Solberg ◽  
Michael Long ◽  
Vikas Chand Baranwal ◽  
Anders Samstad Gylland ◽  
Jan Steinar Rønning

Landslides ◽  
2009 ◽  
Vol 6 (1) ◽  
pp. 1-15 ◽  
Author(s):  
K. Lundström ◽  
R. Larsson ◽  
T. Dahlin

2012 ◽  
Vol 138 (11) ◽  
pp. 1314-1325 ◽  
Author(s):  
Armin W. Stuedlein ◽  
Steven L. Kramer ◽  
Pedro Arduino ◽  
Robert D. Holtz
Keyword(s):  

Solid Earth ◽  
2019 ◽  
Vol 10 (5) ◽  
pp. 1685-1705
Author(s):  
Silvia Salas-Romero ◽  
Alireza Malehmir ◽  
Ian Snowball ◽  
Benoît Dessirier

Abstract. Quick-clay landslides are common geohazards in Nordic countries and Canada. The presence of potential quick clays is confirmed using geotechnical investigations, but near-surface geophysical methods, such as seismic and resistivity surveys, can also help identify coarse-grained materials associated with the development of quick clays. We present the results of reflection seismic investigations on land and in part of the Göta River in Sweden, along which many quick-clay landslide scars exist. This is the first time that such a large-scale reflection seismic investigation has been carried out to study the subsurface structures associated with quick-clay landslides. The results also show a reasonable correlation with radio magnetotelluric and travel-time tomography models of the subsurface. Other ground geophysical data, such as high magnetic values, suggest a positive correlation with an increased thickness of the coarse-grained layer and shallower depths to the top of the bedrock and the top of the coarse-grained layer. The morphology of the river bottom and riverbanks, e.g. subaquatic landslide deposits, is shown by side-scan sonar and bathymetric data. Undulating bedrock, covered by subhorizontal sedimentary glacial and postglacial deposits, is clearly revealed. An extensive coarse-grained layer (P-wave velocity mostly between 1500 and 2500 m s−1 and resistivity from approximately 80 to 100 Ωm) exists within the sediments and is interpreted and modelled in a regional context. Several fracture zones are identified within the bedrock. Hydrological modelling of the coarse-grained layer confirms its potential for transporting fresh water infiltrated in fractures and nearby outcrops located in the central part of the study area. The modelled groundwater flow in this layer promotes the leaching of marine salts from the overlying clays by seasonal inflow–outflow cycles and/or diffusion, which contributes to the formation of potential quick clays.


2019 ◽  
Vol 16 (1) ◽  
pp. 23-29
Author(s):  
Iago Freitas de Almeida ◽  
Maurício Castelo Branco de Noronha Campos ◽  
Romilde Almeida de Oliveira

The design of spread footings is a field widely explored in structural engineering being the flexure and shear design verified by the use of codes. The objective of this paper consists in a comparative study of spread footing design between the Brazilian’s code, Eurocode and American’s code. The methodology considered an analytical analysis with three different examples in the flexure and shear design of the spread footings with different loads and footing height. The results show that the American’s code presented the minimum required value of reinforcement rates ​​in all examples and also was the only code that verified the punching and shear effect for all studied cases. In Eurocode flexure design, the results show that in the most examples, the reinforcement rate is higher than that considered by the other codes. The Brazilian code presented an inconsistency in the verification of the punching effect for one of the studied examples, requiring, therefore, a review and a modification of the code.


1966 ◽  
Vol 1 (6) ◽  
pp. 415-431 ◽  
Author(s):  
Rolf So¨derblom
Keyword(s):  

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