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Numerical analysis of the strip crown inheritance in tandem cold rolling by a novel 3D multi-stand FE model
The strip shape inheritance model is widely applied to improve the strip shape quality in tandem cold rolling (TCR). However, the inheritance...
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Influence of intermediate roll shifting on strip shape in a CVC-6 tandem cold mill based on a 3D multi-stand FE model
Intermediate roll shifting (IRS) is widely used for improving the strip shape in the six-high tandem cold mill, but most related studies are limited...
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Analysis of Inverted T-Section Strip Footing Resting on Expansive Soils
This paper introduces a rational method to analyze the inverted T-section strip footing resting on expansive soil. A computer program called SFOEES...
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Characteristic of Ring Footing Fixed with Geogrid Strip Resting on Sand Using Numerical Technique
Ring footing is often adopted for large and vertical cantilever tall structures to resist vertical load along with overturning moment. It is used to...
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Prefabricated Plastic Pavement for High-Traffic and Extreme Weather Conditions
This study investigates the potential of prefabricated plastic pavements as an alternative solution to traditional asphalt pavements for high-traffic...
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Experimental Investigation on the Behavior of Strip Footing on Prestressed Geocell Reinforced Sand
In the last decades, geosynthetics have established their efficacy in enhancing bearing capacity and reducing settlement in various applications....
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An analytical prediction model of strip crown based on multi-factor interaction mechanism
The crown is a key quality index of strip. Usually, the online strip crown prediction model is established based on the analytical model for high...
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Effects of including fully wraparound geogrid layers on the load-bearing capacity and settlement of a strip footing resting on sandy soil
In this study, a series of small-scale physical model tests were conducted to investigate the effects of fully wrapped geogrid sheets on the...
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On the snap-through time of a nanoscale elastic strip
We have examined the elastic snap-through behaviors of single crystal copper strips numerically and theoretically to investigate factors that...
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Evaluation of Creep Indicators of Plastic-Frozen Soil According to Laboratory and Field Tests
This article discusses the possibility of determining the creep indices of plastic-frozen soils using laboratory and field methods, as well as the...
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Finite element method and its application to cutting processes of stone–plastic composite
This paper investigates the cutting mechanism of stone–plastic composite through orthogonal cutting experiments of finite element simulations. In...
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Evaluation of the Bearing Capacity of a Strip Footing Located on the Two-Layered Soil
The bearing capacity of layered ground, as a complicated geotechnical problem, was investigated extensively for different combinations of layers only...
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Settlements of Buildings on Soil–Cement Base
The results of long-term (over 10 years) geodetic observations of a five-section multi-storey building settlement with strip foundations on weak...
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Effect of Compressibility on Bearing Pressure of Soft Ground
Most theories of bearing capacity of foundations on or in ground are based on the assumption that soil is incompressible and its stress–strain...
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Effect of Compressibility on Undrained Bearing Capacity of Circular Embedded Footings Resting on Non-homogeneous Ground
Bearing capacity of shallow foundations, the most important design aspect for structures, is estimated most commonly considering the soil strata as...
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Ultimate bearing capacity of strip footing resting on clay soil mixed with tire-derived aggregates
This study investigated the use of recycled tire-derived aggregate (TDA) mixed with kaolin as a method of increasing the ultimate bearing capacity ( UBC...
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Limit Analysis of Lateral Earth Pressure on Geosynthetic-Reinforced Retaining Structures Subjected to Strip Footing Loading Using Finite Element and Second-Order Cone Programming
Stability of reinforced retaining structures under a variety of surficial loadings is of particular significance in geotechnical engineering...
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Analysis model for deformation mechanism of strip foundation of building: Considering shear effect of down-crossing tunnel under excavation
When the tunnel underpasses through the building, it will cause deformation and even damage to the buildings above, and the deformation of building...