Results 31 to 40 of about 1,834,741 (149)
Investigation of soil-steel interface behavior of Iraqi soil by direct shear apparatus
MATEC Web of Conferences, 2018 Soil - structure interaction is an important theme observed in many civil engineering structures like fondations. The interface shear strength plays a significant role in the analysis and design of many structures constructed above or under the ground ...
Al-Emami Omar
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Mechanism of Consolidation Displacement on Internal Behavior of Clay Ground Improved by Sand Drain
Journal of The Korean Society of Agricultural Engineers, 2006 In this study, the large scaled model test improved by sand drain was carried out to clarify the internal behavior of the three-dimensional consolidation under different secondary consolidation periods. From the results of model test, the void ratio in the undrained side was lager than in the drained side.
openaire +2 more sources
Nonlinear dynamics of sand banks and sand waves [PDF]
, 2000 Sand banks and sand waves are two types of sand structures that are commonly observed on an off-shore sea bed. We describe the formation of these features using the equations of the fluid motion coupled with the mass conservation law for the sediment ...
Newell, Alan C., Komarova, Natalia L.
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Consolidation Solution for Sand-drained Ground with Impeded Boundaries Under Vacuum Preloading
工程科学与技术, 2018 Since the cushion generally exists on the top and a substratum below the bottom of sand-drained ground,impeded boundaries were used to describe its effect on consolidation process of sand-drained ground.Assuming that ground deformation satisfies the ...
Yayuan HU
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Analytical Solution of Sand-drained Ground Consolidation Based on Continuous Drainage Boundary
工程科学与技术, 2019 For the limitations of the boundary condition under instantaneous constant load in traditional sand-drained consolidation theory, the three-dimensional consolidation equation of sand-drained ground was solved based on the continuous drainage boundary ...
Yi ZHANG +3 more
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Yantu gongcheng xuebaoRising ground water level reduces the mean effective stress within ground soil and may cause stability problems for the slopes in saturated loose sand.
YU Jiake , WANG Rui , ZHANG Jianmin
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MODELLING OF PILED RAFT FOUNDATIONS IN SAND [PDF]
, 2010 A piled raft is a composite foundation in which the piles are used as settlement reducers and they share, with the raft, the load from the superstructure.
Giretti, Daniela
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Assessing the aplicability of OPSIS for sustainable sugarcane production in Sri Lanka
Frontiers in Sustainable Food SystemsSugarcane is a highly water-demanding crop, and optimizing irrigation is critical for sustaining productivity under increasing water scarcity and climate variability.
M. H. J. P. Gunarathna +3 more
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The bearing capacity and settlement of gravel piles in clay [PDF]
, 1980 Includes bibliography.The writer has been interested in the subject of gravel piles for a number of years and has been suprised at the lack of rational design methods.
Jones, David Leonard
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Underground SpaceLarge deformation of sand due to soil liquefaction is a major cause for seismic damage. In this study, the mechanisms and modeling of large post-liquefaction deformation of sand considering the significant influence of water absorption in shearing and ...
Jian-Min Zhang, Rui Wang
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