Search Results - "Nie, Zhibao"
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1
Slope stability analysis using convergent strength reduction method
Published in Engineering analysis with boundary elements (01-11-2019)“…The strength reduction method (SRM) is becoming more and more popular in the stability analysis of slopes. Nevertheless, the criterion for slope failure…”
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2
Changing of mechanical property and bearing capacity of strongly chlorine saline soil under freeze-thaw cycles
Published in Scientific reports (14-03-2024)“…Freeze-thaw cycles and compactness are two critical factors that significantly affect the engineering properties and safety of building foundations, especially…”
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3
The Improving Role of Basalt Fiber on the Sulfate-Chloride Multiple Induced Degradation of Cast-In-Situ Concrete
Published in Materials (11-09-2024)“…In salt lake areas, the cast-in-situ concrete structure has been corroded by the combination of sulfate and chloride for a long time. The incorporation of…”
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4
Experimental Study on Deformation and Load Transfer Mechanisms of Symmetrical Batter Piles under Vertical Loading
Published in Applied sciences (01-04-2021)“…Under the action of vertical loading, batter piles rarely appear individually, as they undergo horizontal and vertical displacements at the same time and…”
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5
Wavelet Packet Method for Locating Critical Slip Surface Using the Strength Reduction Method
Published in Applied sciences (01-11-2021)“…When the finite element-strength reduction method is used for two-dimensional slope stability analysis for elastic-perfectly plastic material, the failure…”
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6
Carbon Emission Evaluation Method and Comparison Study of Transformer Substations Using Different Data Sources
Published in Buildings (Basel) (01-04-2023)“…The construction of transformer substations in transmission lines is a systematic, technical, and complex project with the need for numerous materials and…”
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7
Uplift Bearing Capacity of Transmission Tower Foundation in Reinforced Aeolian Sand Using Simplified Model Tests
Published in Advances in civil engineering (2021)“…In order to analyze the uplift bearing capacity of transmission tower foundation in the geosythetic-reinforced aeolian sand, a series of simplified indoor…”
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Stability analysis of landslides using BEM and variational inequality based contact model
Published in Computers and geotechnics (01-07-2020)“…Since the stability of a landslide is mainly controlled by the strength properties of the slip band rather than the sliding body, naturally the boundary…”
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Influence of soil non-homogeneity on shear band evolution investigated by the numerical manifold method combined with the assumed enhanced strain method
Published in Engineering analysis with boundary elements (01-06-2021)“…•This paper utilizes and combines the merits of the assumed enhanced strain method and the numerical manifold method.•The influence of soil non-homogeneity on…”
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10
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading
Published in International journal of geomechanics (01-12-2022)“…Abstract Batter piles are often designed as foundation of high-rise structures to resist large lateral loads. The sizeable overturning moment of the…”
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11
A package program for corner issue in BEM
Published in Engineering analysis with boundary elements (01-06-2018)“…The boundary element method (BEM) is the most important alternative to the finite element method (FEM) due in part to its high precision. However, the high…”
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12
A mixed variational inequality method for solving Signorini problems
Published in Engineering analysis with boundary elements (01-02-2023)“…This paper presents a new iterative method for solving Signorini problems. Boundary integral equations are established by discretizing the boundary of the…”
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13
Response and soil pressure distribution around a single batter pile under oblique uplift loading
Published in Geotechnical research (15-10-2022)“…Batter piles often bear high horizontal resistance and oblique uplift load transformed from high-rise superstructures, and the direction of the oblique uplift…”
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