Suggested Topics within your search.
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Water security reframed using Water System Justice and Earth system boundaries, foundations, and corridor
Published 2025-01-01Get full text
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Foundation of Voronezh State University
Published 2018-10-01“…The article is devoted to the history of foundation of University in Voronezh. The idea of establishing a regional university appeared since the beginning of the 19th century. …”
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Construction characteristics and reinforcement and maintenance technology of native earth buildings in Liling area
Published 2025-01-01“…The research uses a variety of methods, including on-site investigation, 3D laser scanner tilt analysis, deformation chromatography analysis, wood material detection, and stress wave analysis, to obtain the main structural forms and material characteristics of local earth buildings. The main structural problems of rammed earth buildings were summarized through the investigation: the foundation and roof were no longer stable, the problems of sag, tilt and cracking were common in rammed earth walls, and the wood parts were gradually rotting and splitting. …”
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Supporting Characteristics of Soldier Piles for Foundation Pits under Rainfall Infiltration
Published 2019-01-01“…The evolution of supporting characteristics of soldier piles for foundation pits under rainfall infiltration is described in this paper. …”
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Three-Dimensional Wave-Field Characteristics of Earth-Rock Dams with Different Hidden Hazards
Published 2018-01-01“…The three-dimensional wave-field characteristics of dangerous earth-rock dams are the premise and foundation to identify the hidden hazards of the earth-rock dams via wave test method. …”
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PRE- FOUNDATION STUDIES USING VERTICAL ELECTRICAL SOUNDING AND SOIL SAMPLE ANALYSIS
Published 2023-01-01Get full text
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Earth Pressure of Three-Dimensional Stress States under Different Strength Criteria and Its Application
Published 2021-01-01“…To solve the Earth pressure problems in practical engineering, such as retaining walls and foundation pits, we derive active and passive Earth pressure formulas in accordance with the relationship between intermediate principal stress and excavation under three-dimensional stress states. …”
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Finite Element Analysis of Horizontal Bearing Capacity for the Composite Diaphragm Wall Anchor Foundation
Published 2025-01-01“…A composite diaphragm wall anchor foundation (CDWAF) is a novel type of anchor foundation, but research on its bearing performance remains limited. …”
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Stress Analysis of CFG Pile Composite Foundation in Consolidating Saturated Mine Tailings Dam
Published 2016-01-01“…The results indicate that the distribution of earth pressure and pile stress is relatively homogeneous and stable over depth and load, while the development of CFG composite foundation bearing capacity is insufficient, in which the developed bearing capacity of CFG piles is less than 50% of its characteristic value. …”
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Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation
Published 2022-01-01“…The double-row pile supporting structure has been widely used in foundation pit excavations. When analyzing the effect of earth pressure on the pile structure, previous research only considered the double-row piles as the rigid body and the pile-soil interaction has not been examined. …”
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Advancing Sustainable Development Goals through Earth Observation Satellite Data: Current Insights and Future Directions
Published 2025-01-01“…Additionally, the integration of big Earth data cloud platforms, such as Google Earth Engine, has facilitated data processing and analysis, underscoring the importance of open data policies and cross-platform collaboration for advancing SDG research. …”
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Displacement and Stress Characteristics of Tunnel Foundation in Collapsible Loess Ground Reinforced by Jet Grouting Columns
Published 2018-01-01“…According to the field displacement and stress monitoring of the Fujiayao loess tunnel, this paper investigates the reinforcing effect of a high-pressure jet grouting pile on a collapsible loess tunnel foundation in the deep large-span tunnel. The field monitoring method was employed to address the performance of tunnel foundation settlement, additional stress, earth pressure, rock pressure, etc. …”
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Numerical Analysis of the Influence of Deep Foundation Pit Construction on Adjacent Subway Stations in Soft Soil Areas
Published 2022-01-01“…With increasing thickness, the relative horizontal deformation of the station slab gradually increased, mainly because the difference between the depths of the old and new diaphragm walls caused the embedded soil of the two same deep foundation pits to differ. Furthermore, there were great differences in the Earth pressure behind the wall. …”
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Effects of Partial Supporting Pile Removal from Deep Foundation Pits by Shallow Excavation Method in Loess Areas
Published 2021-01-01“…Partial supporting piles removal from deep foundation pit may lead to large-scale foundation pit collapse, resulting in severe consequences. …”
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A Novel Change Detection Method Based on Visual Language From High-Resolution Remote Sensing Images
Published 2025-01-01Get full text
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Model Test on the Behaviors of Deep Excavation with Lateral Confined Water
Published 2025-01-01“…To investigate the excavation characteristics and mechanisms of a deep foundation under lateral confined water pressure, a model test was conducted with real-time monitoring of the stress and deformation of the foundation strut system. …”
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