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National‐Scale Flood Hazard Data Unfit for Urban Risk Management
Published 2024-07-01Get full text
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Neolithic pastoralism and plant community interactions at high altitudes of the Pyrenees, southern Europe
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Breaking the silos: integrated approaches to foster sustainable development and climate action
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The Neoproterozoic Ediacaran Kaijiang-Xuanhan paleo-uplift in the Sichuan Basin, Western China
Published 2025-01-01Get full text
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CAMELS-IND: hydrometeorological time series and catchment attributes for 228 catchments in Peninsular India
Published 2025-02-01Get full text
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The high-resolution global shipping emission inventory by the Shipping Emission Inventory Model (SEIM)
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PCCN: Polarimetric Contexture Convolutional Network for PolSAR Image Super-Resolution
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Determination of Embedded Depth of Soldier Piles in Pile-Anchor Supporting System in Granite Residual Soil Area
Published 2021-01-01“…The influence of the embedded depth of the pile on the deformation and earth pressure of the deep foundation pit is then explicitly discussed. …”
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Simulation Study on Image Characteristics of Typical GPR Targets in Water Conservancy Projects
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An Experimental Study on the Ecological Support Model of Dentate Row Piles
Published 2020-01-01“…The results show that the earth pressure on the pile sides above the excavation surface gradually decreases with an increase in the excavation depth. …”
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Analysis of Deformation and Stress Characteristics of Anchored-Frame Structures for Slope Stabilization
Published 2020-01-01“…According to the classical laterla earth pressure theory and static equilibrium, this paper improves the calculation method of lateral earth pressure and derives the calculation formula of slope-induced lateral earth pressure. …”
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A Novel Excavation and Construction Method for an Extra-Long Underwater Tunnel in Soft Soils
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Performance of Diaphragm Walls during Ultra-Deep Excavations in Karst Areas: Field Monitoring Analysis
Published 2024-01-01“…The hidden karst caves reduce the bearing capacity of the bedrock, rendering it insufficient to resist the active earth pressure. As a result, the bottom of the diaphragm wall is kicked into the foundation pit, causing significant lateral displacement and posing risks during excavation. …”
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Experimental Study on Unconfined Compressive Strength of Organic Polymer Reinforced Sand
Published 2018-01-01Get full text
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