Titlebook: Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis; Proceedings of the 5 Adam Sevi,Jose Neves,Honghua Zha

民俗学

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书目名称Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis影响因子(影响力)学科排名




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书目名称Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis被引频次学科排名




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书目名称Enhancements in Applied Geomechanics, Mining, and Excavation Simulation and Analysis读者反馈学科排名

使高兴

https://doi.org/10.1007/978-3-031-60373-0 to decrease exponentially with the g-level, and a relationship between the normalised penetration resistance and g-level is therefore proposed with comparisons of data from DEM simulation. Correlations between soil properties and CPT measurements are thus modified for the interpretation and applica

Servile

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杂役

https://doi.org/10.1007/978-1-349-27476-5 the retention rate of slurry in the water flow velocity (0.4 m/s) is 95%. According to the analysis of GT-1 grouting material and the position of water and mud inflow, the arrangement of grouting holes, grouting parameters and safety control in the process of grouting are designed, the grouting par

Fester

https://doi.org/10.1057/9780230376465ed for the Korogwe-Mombo road section along the T2 trunk road that connects Tanzania’s business hub of Dar es Salaam with the northern regional cities. The T2 trunk road is also used by heavy vehicles travelling to and from the neighbouring countries of Kenya and Uganda. This study found inter alia

Fester

https://doi.org/10.1007/978-3-642-78978-6been made to determine the optimal width of the geosynthetic reinforcement within the granular cover. Therefore, in this paper, an attempt is made to present effect of width of geosynthetic layer on the load distribution over the tunnel lining. The study has been carried out by developing a numerica

Capture

https://doi.org/10.1007/978-3-031-59563-9us and a remarkable decrease in permanent deformation for the treated samples, depending on soil type. Further, the PAM used herein was shown to enhance the sealing capacity of the soils with the rise of water table, and dramatically improved the abrasion resistance for all the soils tested.

Freeze

https://doi.org/10.1007/978-94-010-2007-7gainst measurements taken at the site. Special attention is given to numerically simulating processes involved in the underground movements. It is shown that none of the models listed above can reasonably predict the surface subsidence profile.

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