Results 241 to 250 of about 57,912 (306)

A review on rockburst prediction and prevention to shape an ontology‐based framework for better decision‐making for underground excavations

Deep Underground Science and Engineering, EarlyView.
A scientometric analysis of 2449 journal articles and a comprehensive review of 336 papers were conducted, discussing and identifying challenges and research gaps in rockburst prediction and prevention and proposing an ontology‐based framework for better decision‐making in underground excavations. Abstract With underground engineering projects becoming
Hongchuan Yan, Haijiang Li, Hongqiang Xie, Mingli Xiao, Jianliang Pei, Huaizhong Liu, Jiangda He   +6 more
wiley   +1 more source

A comprehensive study on damage prediction of pile foundations of inclined high rise buildings and the effect of compaction grouting. [PDF]

Sci Rep
Cui X.
europepmc   +1 more source

Random finite element analysis on ground subsidence caused by tunnel excavation in karst regions with spatial variable soil

Deep Underground Science and Engineering, EarlyView.
This study investigates ground subsidence during tunnel excavation in karst areas, highlighting the combined effects of karst cave proximity, cave size, and soil spatial variability. Findings suggest that shorter cave distances and larger cave sizes increase subsidence variability, and a modified Peck formula is proposed for more accurate subsidence ...
Zhenghong Su, Yong Fu, Miaomiao Sun, Kailin Ding, Ying Zhao   +4 more
wiley   +1 more source

Study on the Performance and Service Life Prediction of Corrosion-Resistant Concrete Cut-Corner Square Piles. [PDF]

Materials (Basel)
Sheng R, Wang K, Wei H, Lu H, Li C.
europepmc   +1 more source

Concrete Mesostructure Modeling via Random Radius Field and Rigid Body Dynamics Packing. [PDF]

Materials (Basel)
Zhang Z, Wu H, Wei M, Zhang X, Zhou Y, Hu X.   +5 more
europepmc   +1 more source

Research on the construction method of high-speed railway tunnel in sandy loess and fine sand composite strata. [PDF]

Sci Rep
Xu D, Yan B, Qu H, Ma B, Wang J, Wang X.
europepmc   +1 more source

Performance of wall mesh encased stone columns using recycled rubber concrete and asphalt aggregates for sustainable geotechnics. [PDF]

Sci Rep
Hassanzadeh M, Zad A, Ramesht MH, Aslmand M.   +3 more
europepmc   +1 more source

Mechanical response mechanism and parameter optimization of double-arch tunnels without middle drift during construction. [PDF]

Sci Rep
Chen J, Huang F, Wang S, Liu X, Wang A, Zheng X.   +5 more
europepmc   +1 more source

Influence of cement soil column on soil behavior. [PDF]

Sci Rep
Nashaat AELSW, Kamar AM.
europepmc   +1 more source

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Analysis of Linear Elastic Masonry-Like Solids Subjected to Settlements

Key Engineering Materials, 2022
A linear elastic no-tension material model is implemented in this contribution to cope with the analysis of masonry-like solids in case of either elastic or inelastic settlements. Instead of implementing an incremental non-linear approach, an energy-based method is adopted to address the elastic no-tension equilibrium.
Angjeliu G., Bruggi M., Taliercio A.
openaire   +2 more sources