Titlebook: Advanced Research on Shallow Foundations; Proceedings of the 2 Hany Shehata,Braja Das Conference proceedings 2019 The Editor(s) (if applica

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Toshio Fukuda,Yasuhisa Hasegawaions of dollars. Seismic soil structure interaction is the process in which the structure rested on the ground and subjected to an earthquake is affected by the response of the soil medium beneath it having its own characteristics. Thus, soil structure interaction response is dictated by the interac

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Susanne A. Huber,Heinrich H. Bülthoffequilibrium and finite elements methods are among the most popular methods of slope analysis. Both methods were used to analyze homogeneous and inhomogeneous slopes. However, Limit equilibrium methods are relatively simple and suffer from many assumptions compared with finite element analysis. Recen

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Dignant

I. Montoliu,K. C. Persaud,M. Shah,S. Marco quite common mainly due to the availability of the local materials. The main disadvantage of such foundations is the missing or crumbling of the mortar between stones under the impact of freezing-thawing annual cycles and the groundwater aggressivity affects. The recovery of their bearing capacity

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indicate

Baranidharan Raman,Ricardo Gutierrez-Osunaical drains (used for accelerating consolidation) are to be modelled. The conditions for the consolidation around vertical drains are close to axial symmetry. “Matching” procedure (Hird et al. .) is often used for estimating the plane strain equivalent hydraulic conductivity and/or the drain spacing

obtuse

Sarmistha Satrusallya,Mihir Narayan Mohanty depends on many parameters including soil stiffness, foundation stiffness, foundation shape, size etc. Researchers and engineers agree that the general practice of using a constant modulus of subgrade reaction, is over simplified and may produce erroneous results. In fact, assumed contact pressure

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Akshaya Kumar Mandal,Satchidananda Dehuriontribution to reducing global warming. In this context in 2016 a new fully biological ground injection medium on the basis of the bionics was developed by Stump Spezialtiefbau GmbH Germany. In the following, the most important material parameters of the developed organic soft gel as well as the res

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