Solution of Soft Foundation of the Main Earth Dam on the Right Bank of Feilaixia Project by 陈礼元, 吕凯

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Engineering Geologic Appraisal of Earth Mass of Embankment Foundation for Stability against Sliding by LI Ning-xin, MA Wang-bin

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Water security reframed using Water System Justice and Earth system boundaries, foundations, and corridor by Joyeeta Gupta, Joyeeta Gupta, Hilmer J. Bosch, Luc van Vliet

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Foundation of Voronezh State University by M. D. Karpachev

“…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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Analysis of seepage through an earth dam with a diaphragm on an impermeable foundation using PLAXIS 2D by G. V. Orekhov, Tran Manh Cuong

“…A homogeneous earth dam with an imperfect diaphragm on an impermeable foundation is taken as the object of study. …”
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Over 20‐Year Global Magnetohydrodynamic Simulation of Earth's Magnetosphere by Ilja Honkonen, Max van deKamp, Theresa Hoppe, Kirsti Kauristie

“…Our extensive results can serve, for example, as a foundation for combined physics‐based and black‐box approach to real‐time prediction of near‐Earth space, or as input to other physics‐based models of the inner magnetosphere, upper and middle atmosphere, etc.…”
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Research on the deformation mechanism and law caused by the influence of seepage on foundation pit dewatering by Qingyuan Yang, Song Chen

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Construction characteristics and reinforcement and maintenance technology of native earth buildings in Liling area by Yujia Fan, Chao Wang, Haiting Sun, Jun Mu

“…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 by Changxi Huang, Xinghua Wang, Min Zhang, Hao Zhou, Yan Liang

“…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 by Kui Wang, Jie Liu, Ying Zou, Mingjie Zhao, Yue Qiang

“…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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JiuZhou: open foundation language models and effective pre-training framework for geoscience by Zhou Chen, Ming Lin, Mingrun Zang, Zimeng Wang, Juanzi Li, Yuqi Bai

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PRE- FOUNDATION STUDIES USING VERTICAL ELECTRICAL SOUNDING AND SOIL SAMPLE ANALYSIS by Kazeem Oladimeji Olomo

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Earth Pressure of Three-Dimensional Stress States under Different Strength Criteria and Its Application by Yu Zhang, Jin Liu, Te-Jia Fan, Chen-Yang Xu, Tian-Yi Meng, Yang Zhao, An Su

“…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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Deformation and Stability of Soft Foundation Improved by Prefabricated Vertical Drains Adjacent to River Bank by Changqing Qi, Liuyang Li, Jiabing Qi

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Finite Element Analysis of Horizontal Bearing Capacity for the Composite Diaphragm Wall Anchor Foundation by Qian Yin, Leyong Wei, Xiaojuan Li, Weiming Gong, Xueying Yang, Guoliang Dai, Shunkai Peng

“…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 by Jinxing Lai, Houquan Liu, Junling Qiu, Haobo Fan, Qian Zhang, Zhinan Hu, Junbao Wang

“…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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Research on Safety Monitoring Management System of Earth-Rock Dams Based on BIM+GIS and Its Application by ZHANG Xiaoyang, HANG Xuchao, JIA Yuhao, QIAN Feng

“…In addition,a three-dimensional (3D) design solution for earth-rock dams based on Bentley software is put forward to build a fine 3D model with unique codes connected to the whole process of instrument management.Thus,multi-source data are collected and integrated into this system to ensure system applications.The system functions mainly include visual displays,monitoring instrument management,as well as data management and analysis.The application of the system in earth-rock dams in Hubei Province shows good results,which has laid a solid foundation for the digital and intelligent operation and maintenance of engineering.…”
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Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation by Yijun Zhou, Yulong Chen

“…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 by Qiang Zhao, Le Yu

“…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 by Youyun Li, Shuoshuo Xu, Houquan Liu, Enlin Ma, Lixin Wang

“…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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