Results 91 to 100 of about 4,387,415 (290)
Through shear–tensile creep tests and viscoelastic modeling, the fracture evolution of thick soft protective layers is clarified. Results show thickness‐dependent rheological failure modes that govern four types of roof water inrush, providing a mechanism‐based framework for hazard prediction and control. Abstract In the Jurassic coal‐bearing strata of
Mengnan Liu +4 more
wiley +1 more source
Excavation of deep foundation pits in open-pit mines with multi-layered complex lithology is prone to cause deformation of the surrounding surface, posing a threat to the safety of adjacent rigid structures.
Li Yin +3 more
doaj +1 more source
Advancing urbanization in China requires large-scale high-rise construction and underground transportation projects. Consequently, there is an increasing number of deep foundation pits adjacent to water bodies, and accidents occur frequently.
Hongxu Song +6 more
core +1 more source
This review elucidates the velocity–dispersion–attenuation coupling mechanisms of wave propagation in rock masses, compares six representative models, and reveals how pressure, temperature, mineral composition, and anisotropy jointly control dynamic responses in complex geological media.
Jiajun Shu +8 more
wiley +1 more source
Influence of Foundation Pit Excavation and Precipitation on Settlement of Surrounding Buildings
With the large-scale development of urban underground space, foundation pit engineering has become one of the important geotechnical engineering topics in urban construction.
Hongming Wei
core +1 more source
In response to the problem of strong mining pressure manifestation along the goaf roadway in a thick coal seam mining area, this study uses a new type of combined blasting roof cutting technology to effectively control the manifestation and deformation of mining pressure along the goaf roadway.
Xiaoding Xu +6 more
wiley +1 more source
A Case History of a Deep Foundation Pit Constructed by Zoned Excavation Method in Shanghai Soft Deposit [PDF]
This paper presents a case history of a deep excavation for building foundation in Shanghai soft deposit. The excavated area was about 15916 m2. The excavation depth at the tower part was 15.0 m and at the podium part was 14.5 m to 15.2 m.
Xu, Z. H., Zhang, J., Chen, C.
core +1 more source
Numerical Study on the Behavior of an Existing Tunnel during Excavating Adjacent Deep Foundation Pit
The excavation of a deep foundation pit adjacent to an existing tunnel may lead to the large deformation and induce damages in the tunnel structure.
Yongxing Zhang +4 more
core +1 more source
Response Analysis of Excavation of Deep Foundation Pit in Metro Station of Soft Soil
Abstract Based on a deep foundation pit engineering of subway station in Ningbo soft soil area, the whole process of excavation of deep foundation pit engineering is carried out by PLAXIS finite element software and comparative analysis with field monitoring data based on HS soil hardening model. The analytical results indicates that the
Bo Wu +3 more
openaire +1 more source
The fused data extracted from the distributed monitoring system as the data basis, combined with dynamic geological data, are imported into a deep learning model. As the geological conditions of mining and excavation change, the risk of water inrush at the working face is retrieved in real time.
Yongjie Li +4 more
wiley +1 more source

