Results 161 to 170 of about 1,018,711 (376)
Heating and weakening of faults during earthquake slip
[1] Field observations of mature crustal faults suggest that slip in individual events occurs primarily within a thin shear zone,
J. Rice
semanticscholar +1 more source
A novel analytical method is proposed to evaluate the shear stress effect on the progressive compressive failure and microcrack growth direction in brittle rocks. The shear stress effect on the wing crack growth direction during the progressive compressive failure is determined. The initial crack angle effect on the y‐direction peak stress and the wing
Xiaozhao Li+6 more
wiley +1 more source
Coseismic surface displacements pose a serious threat to the safety of linear infrastructures on active faults. A reasonable evaluation of surface displacements on active faults is important.
Zhou Qingyun+6 more
doaj +1 more source
A series of water infiltration tests and gas permeability tests were conducted on granite and granite–bentonite samples. According to the results, the interfaces between granite and bentonite and the damaged granite were considered to be the preferentcial pathway for gas migration.
Jiangfeng Liu+5 more
wiley +1 more source
AFTER the Pembroke earthquakes of August 1892, you were good enough to insert a letter from me (vol. xlvi. p. 401) asking for observations from different places. In reply to this letter, I received so many and such valuable records, that I should be greatly obliged if you would allow me to make a similar request for accounts of the recent earthquake of
openaire +5 more sources
Strong motion earthquake accelerograms, digitized and plotted data, Volume II - corrected accelerograms and integrated ground velocity and displacement curves; Parts W and Y - Accelerograms IIW334 to IIW336, IIW338, IIW339, IIW342 to IIW345, and IIY370... [PDF]
This issue, Volume II, Parts W and Y, Report No. EERL 75-53, is the last of this series of reports, and contains records from two Southern California earthquakes: Lytle Creek, September 12, 1970, and Borrego Mountain, April 8 ...
Earthquake Engineering Research Laboratory,
core
Different failure modes observed in Tishreen tunnel include Floor heave, wall spalling, crashing of slab, and lining convergence reaching the failure limit. Abstract Squeezing phenomena can lead to severe loads in deep tunnels, especially in the presence of a low ratio of surrounding rock strength to overburden pressure.
Mohannad Mhanna, Hussein Hadi Hussein
wiley +1 more source