Results 71 to 80 of about 318 (174)
In order to reasonably analyze the stability of anchored slopes with consideration of stress dispersion effect in the sliding mass due to anchor tensile forces, the anchor forces on the frameworks on the slope face are transformed into the locally normal
LEI Jun 1, XIAO Shi-guo 1,2
doaj +1 more source
Corrosion can significantly impact the safety and stability of the entire structure by reducing the service life and load-bearing capacity of anchors. This study provides an in-depth examination of the effects of corrosion on prestressed anchor cables ...
Hanfang Zheng +4 more
doaj +1 more source
The surrounding rock mass stability of a large-scale underground powerhouse is the key issue among construction process. This paper takes the left bank underground powerhouse of the Baihetan Hydropower Station as a case study, which is subjected to high ...
Meng Wang +4 more
doaj +1 more source
Calculation of the Prestressed Tension Value of the Progressive Landslide Anchor Cable
According to the characteristics of progressive landslide creep, the existing calculation model of anti-skid pile gives less consideration to the interaction process of progressive landslide pile-anchor-soil.
Xiaoqiang HOU +5 more
doaj
This study proposed the numerical simulation method of full-length prestressed anchor grouting support based on the post-grouting technology, and the modification of the embedded PILE structural unit in FLAC3D software.
WANG Hongtao +5 more
doaj +1 more source
Yufei Zhao +3 more
openaire +1 more source
Failure Mechanism and Control Countermeasures for Argillaceous Surrounding Rock of Horsehead Roadway under High Stress. [PDF]
Qian D +9 more
europepmc +1 more source
Research on surrounding rock control technology for gob-side entry in close-distance lower coal seam. [PDF]
Li S, Wang Z.
europepmc +1 more source
Bolt-connected prefabricated cross-shaped I-steel tower crane foundation. [PDF]
Yang J.
europepmc +1 more source
Seismic damage evolution and dynamic characteristics of the surrounding rock in tunnel portal anti-dip slopes reinforced with frame beams. [PDF]
Wen H +7 more
europepmc +1 more source

