The deformation control effect of loess tunnel composite foundation plays an important role in optimization design and reinforcement evaluation. Systematically evaluate the adaptability jet grouting pile shallow collapsible tunnel. Taking buried section Fujiyao Tunnel with a depth 20 m as example, using MIDAS finite element numerical simulation software, during construction settlement after are...

Existence of weak solutions to the 3-D semi-geostrophic equations with rigid boundaries was proved by Benamou and Brenier [3], using Monge transport theory. This paper extends the results to a free surface boundary condition, which is more physically appropriate. This extension is at present for the 2-D shallow water case only. In addition, we establish stronger time regularity than was possibl...

We present a formal semantics as a conservative shallow embedding of the Object Constraint Language (OCL). OCL is currently under development within an open standardization process within the OMG; our work is an attempt to accompany this process by a proposal solving open questions in a consistent way and exploring alternatives of the language design. Moreover, our encoding gives the foundation...

Increasing demand for developable space in urban areas has created increased interest in construction on top of old landfills. Landfill redevelopment projects can include hard uses such as commercial, industrial, or infrastructure facilities and soft uses such as athletic fields, golf courses, and amphitheatres. Engineering challenges associated with landfill redevelopment include foundation de...

The focus of the keynote paper is on the comparison of different foundation concepts for three case histories of European significance. The stadium in the Austrian city of Klagenfurt was designed and built for the EURO 2008 (Austria and Switzerland) in slightly consolidated soft lacustrine clays. The shallow foundation rests on floating stone columns installed with the vibro replacement techniq...

The study pertains to the investigation of the effect of embedment on the load carrying capacity and settlement of strip foundations on sand reinforced with geogrids. Geogrid being an inextensible reinforcing material is widely used all over the world mainly for retaining walls, abutments slope protection and below the foundation in poor soil. Some research works have been done the investigator...

Improvement of technology gives the change to humankind build larger, heavier and more complex structures. For geotechnical engineers, faced with transferring loads that is increasing, determination load-settlement behaviour has become inevitable for reliable foundation design. In this study, it aimed determinate bearing behavior shallow foundations. purpose, a test setup been formed loading te...

Proper estimation of foundation settlement is a crucial factor in designing shallow foundations. Recent literature shows the applicability of Artificial Neural Networks (ANNs) in predicting the settlement of shallow foundations. However, conventional ANNs have some drawbacks: getting trapped in local minima and a slow rate of learning. Utilization of an optimization algorithm such as Particle S...