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- W2002037418 abstract "In-situ bearing plate deformation test, shear test, tri-axial test and pull-out test of anchor were undertaken with the goal of evaluating the bearing capacity, the water permeability and the lateral fraction of the underwater Neocene sandstones. The characteristic of strength is related to structure of rock mass and especially influenced by humidity environment. Before in-situ testing, high pressure pendulum gush waterproof curtain and well-point dewatering were adopted. The samples of mechanical tests were gained from rotary drilling which drill diameter was 1m. The mechanical strength parameters gained form different tests are analyzed. The results indicate that the underwater Neocene sandstone has pore water, and changes into dense sand permeable layer disturbed by excavating. Mechanical strength is related to environmental conditions significantly and reduces with the exposure time increasing. The characteristic value of subsoil bearing capacity of surface disturbance of underwater Neocene sandstone (UNS) can be corrected similar to sand." @default.
- W2002037418 created "2016-06-24" @default.
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- W2002037418 date "2014-12-01" @default.
- W2002037418 modified "2023-10-03" @default.
- W2002037418 title "Research on Engineering Characteristics of Underwater Neocene Sandstone Located in Lanzhou" @default.
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- W2002037418 doi "https://doi.org/10.4028/www.scientific.net/amr.1065-1069.53" @default.
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