Deep Learning in a Disorienting World.

Authors: Allen, S. J.¹ sallen@jcu.edu

Source: Academy of Management Learning & Education. Mar2025, Vol. 24 Issue 1, p133-135. 3p.

Subject Terms: Transformative learning, Building foundations, Deep learning, Adult learning, Developmental psychology, Zone of proximal development

LANDSCAPE.

Authors: AYERS, ANDREW (AUTHOR)

Source: Architectural Record. Mar2025, Vol. 213 Issue 3, p42-44. 3p. 4 Color Photographs.

Subjects: BUILDING foundations, PUBLIC spaces, URBAN growth, URBAN planning, CIVIL engineering

Study on Deformation Characteristics of Deep Foundation Pit Soil and Retaining Structure of Subway Station in Guangzhou Area With Composite Strata.

Authors: Mao, Wufeng¹, Xu, Wentian¹, Ruan, Yanmei¹, Tian, Xinyu^2,3, tianxinyu1112@xauat.edu.cn, Liwei, Wen, liweiwen@gzhu.edu.cn

Source: Advances in Civil Engineering; 4/24/2025, Vol. 2025, p1-11, 11p

Performance of typical structural components in basement-addition for existing building.

Authors: Zhao, Ping¹ (AUTHOR), Qiu, Youqiang² (AUTHOR), Wang, Zhanqi³ (AUTHOR), Guo, Panpan^4,5 (AUTHOR) guopanpan@hfut.edu.cn

Source: Scientific Reports. 4/14/2025, Vol. 15 Issue 1, p1-25. 25p.

Subject Terms: *BUILDING foundations, *STRAINS & stresses (Mechanics), *CIVIL engineering, *STRUCTURAL engineering, *BUILDING performance

Deformation and Numerical Analysis of Deep Foundation Pit Under Water‐Rich Ground Fissure.

Authors: Qin, Kai¹, 2394532526@qq.com, Liang, Gang¹, Wang, Bing-Hui², Li, Yan-Hong³, Kok Foong, Loke, lokekokfoong@duytan.edu.vn

Source: Advances in Civil Engineering; 4/13/2025, Vol. 2025, p1-16, 16p

Dynamic response of single pile induced by the vibration of tunnel boring machine in hard rock strata.

Authors: Wang, Rui¹ (AUTHOR), Wang, You¹ (AUTHOR) ywang1920@csu.edu.cn, Yan, Bin¹ (AUTHOR), Ding, Bosong¹ (AUTHOR)

Source: Scientific Reports. 4/4/2025, Vol. 15 Issue 1, p1-20. 20p.

Subject Terms: *BUILDING foundations, *CIVIL engineering, *TUNNEL design & construction, *DISCRETE element method, *FINITE difference method

Performance Optimization and Field Validation of Post-Grouting Geopolymer Materials for Pile Foundations: Microstructural Insights and Environmental Durability.

Authors: He, Chongchong¹, Xu, Zhen², Wang, Jing^3,4,5, wang925jing@126.com, Li, Pan^4,6, Xia, Yangyang^5,7, Zhang, Chao^6,7, Chen, Zhenpeng^7,8, He, Wei^1,8

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1121, 24p

Interaction Analysis of the Synchronous Excavations of Deep Foundation Pit and Adjacent Underground Channel.

Authors: Zhong, Hai^1,2, Zheng, Liqun^2,3, Liu, Bo^3,4, Li, Tao⁴, lit@cumtb.edu.cn, Cao, Bo⁵

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1110, 18p

Surface Settlement of Deep Foundation Pit Considering the Influence of Excavation and Freeze–Thaw.

Authors: Li, Yuanxun^1,2, lyx2017@qhu.edu.cn, Chen, Song^1,2, Ma, Chuan¹, Shi, Jiagen^1,2

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1104, 15p

Biomaterial-Assisted Self-Healing for Crack Reduction in High-Performance Centrifugal Concrete Piles.

Authors: Adibinia, Arian¹, Dehghan Khalili, Hesam^1,2, Mohebbi, Mohammad Mehdi¹, Momeni, Mohammad^1,2, Moradi, Pezhman², Ghouhestani, Soleiman¹, Poorkarimi, Ali¹

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1064, 23p

The Risk Assessment of Bridge Pile Foundation Construction in Karst Regions Based on the Fuzzy Analytic Hierarchy Process.

Authors: Han, Jian¹, Lu, Guangyin^2,3,4, Yang, Jianbiao^2,3, 225011099@csu.edu.cn

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1059, 14p

Study on the Underpinning Technology for Fixed Piers of Concrete Box Girder Bridges on Mountainous Expressways.

Authors: Ran, Honglin¹, Li, Lin^1,2, Wei, Yi¹, Xiao, Penglin^1,2, Yang, Hongyun², yanghy@cqjtu.edu.cn

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1031, 25p

Probabilistic Safety Factor Assessment of Composite Pile Foundation Using Symmetrical FEM Reliability Method.

Authors: Wang, Yi¹, Lu, Guoyun^1,2, Dong, Fenghui^1,2

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1020, 20p

Observation and Analysis of Deformation Control Performance of Hydraulic Servo Steel Support for a Soft Soil Pit—A Case Study of a Pit Project in Hangzhou.

Authors: Wang, Chao^1,2, 2020019081400004@ecjtu.edu.cn, Lin, Gang^2,3,4, Yao, Hongliang^1,3,5, Ding, Haibin^1,4,5, Tang, Xiaolin^1,5, Lin, Zhaorui^1,5, Wang, Xuepeng^1,2,5

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1002, 16p

The Influence of the Construction of the Bridge Pile Foundation on the Adjacent Operating Subway Tunnel Considering the Creep Characteristics of the Stratum.

Authors: Wu, Dandan¹, Cui, Wentian², wentiancui1@163.com

Source: Buildings (2075-5309); Apr2025, Vol. 15 Issue 7, p1001, 18p

Research on the Time-Dependent Behavior of Uplift Piles in Structured Clay Foundations in Zhanjiang Formation.

Authors: Yang, Yonghui¹, Bin, Tang¹, tangbin@glut.edu.cn, Wang, Yinchuan¹, Huang, Xingyun¹, Yu, Zuyuan¹

Source: Applied Sciences (2076-3417); Apr2025, Vol. 15 Issue 7, p3814, 14p

Investigation of Seepage Behavior and Settlement Deformation Mechanisms in Loess Embankment Foundation Systems in Eastern Gansu Province.

Authors: Wang, Wei¹, Li, Wei^1,2, Zhang, Pengxiang¹, Liu, Lulu²

Source: Applied Sciences (2076-3417); Apr2025, Vol. 15 Issue 7, p3789, 15p

Analysis of Temporal and Spatial Characteristics and Influencing Factors of Construction Deformation of Super-Large Deep Foundation Pit in Thick Sand Stratum.

Authors: Shen, Heng-Xiang^1,2, Yang, Ying-Hui^2,3, Xiang, Peng^1,2,3, 17610480927@163.com, Ji, Hong-Guang^1,2, Liu, Wei-Dong^2,3, Guo, Hong-Jun³

Source: Applied Sciences (2076-3417); Apr2025, Vol. 15 Issue 7, p3553, 24p

Study on longitudinal nonlinear deformation of adjacent existing tunnels induced by deep foundation excavation.

Authors: Zhao, Honghua¹ (AUTHOR) zhh76323@163.com, Song, Yutao² (AUTHOR)

Source: Scientific Reports. 3/24/2025, Vol. 15 Issue 1, p1-14. 14p.

Subject Terms: *DEEP foundations (Engineering), *BUILDING foundations, *BORED piles, *TUNNELS, *CONSTRUCTION projects

Study on the Influence of Different Excavation Sequences of Complex Group Foundation Pits on Subway Stations.

Authors: Ju, Shangwei¹, Liu, Tao², Li, Xiongwei³, lixww@126.com, Guo, Yanwei², Bojórquez, Edén, eden@uas.edu.mx

Source: Advances in Civil Engineering; 3/25/2025, Vol. 2025, p1-15, 15p