scholarly journals An exceptionally long paleoseismic record of a slow-moving fault: The Alhama de Murcia fault (Eastern Betic shear zone, Spain)

2012 ◽  
Vol 124 (9-10) ◽  
pp. 1474-1494 ◽  
Author(s):  
M. Ortuno ◽  
E. Masana ◽  
E. Garcia-Melendez ◽  
J. Martinez-Diaz ◽  
P. Stepancikova ◽  
...  
Keyword(s):  
Author(s):  
Paula Herrero‐Barbero ◽  
José A. Álvarez‐Gómez ◽  
Charles Williams ◽  
Pilar Villamor ◽  
Juan M. Insua‐Arévalo ◽  
...  

Water ◽  
2021 ◽  
Vol 13 (15) ◽  
pp. 2030
Author(s):  
Antonello Troncone ◽  
Luigi Pugliese ◽  
Andrea Parise ◽  
Enrico Conte

In the present study, the landslides cyclically reactivated by water-table oscillations due to rainfall are dealt with. The principal kind of motion that usually characterizes such landslides is a slide with rather small velocity. As another feature, soil deformations are substantially accumulated inside a narrow shear zone situated below the landslide body so that the latter approximately slides rigidly. Within this framework, a new approach is developed in this paper to predict the mobility of this type of landslides due to rainfall. To this end, a two-wedges model is used to schematize the moving soil mass. Some analytical solutions are derived to link rain recordings with water-table fluctuations and in turn to landslide displacements. A well-documented landslide frequently activated by rainfall is studied to check the forecasting capacity of the proposed method.


2021 ◽  
Author(s):  
shun wang ◽  
Jinge Wang ◽  
Wei Wu ◽  
Deshan Cui

Most slow-moving landslides in the Three Gorges Reservoir (TGR) region of China are characterized by pre-existing shear surfaces. The large deformation within the shear zones usually gives rise to clastic soil formation. The creep properties have large influence on the kinematic feature of landslides. In this paper, we report an in-situ direct shear creep test carried out in the shear zone of a reactivated slow-moving landslide in the TGR region. Correspondingly, some laboratory ring shear creep tests are carried out to interpret the movement pattern of this landslide. The shear zone soil exhibits similar non-attenuating creep responses in both the in-situ direct shear and laboratory ring shear creep tests. At the same stress level, however, the in-situ direct shear creep test yields a larger rate of creep displacement due to shearing along the landslide direction. In the ring shear creep tests, at the prepeak stage, the critical creep stress that triggers creep failure is slightly lower than the peak shear strength but much larger than the residual strength; at the postfailure stage, the critical creep stress of the shear-zone soil is equal to the residual shear strength. The rate-dependent residual shear strength may account for the stepwise movement pattern of the landslide.


1983 ◽  
Vol 28 (11) ◽  
pp. 848-849
Author(s):  
Charles P. Shimp
Keyword(s):  

1986 ◽  
Vol 55 (02) ◽  
pp. 218-221 ◽  
Author(s):  
A M Fischer ◽  
P Cornu ◽  
C Sternberg ◽  
F Mériane ◽  
M D Dautzenberg ◽  
...  

SummaryA qualitative abnormality of antithrombin III (AT III) was found in the plasma of a 41-year old patient. The plasmatic AT III antigen concentration was 130% and the progressive anti-F IIa and anti-F Xa activities were normal (105% and 137%). The plasma heparin cofactor activity was less than 10%, when measured by F Ila or F Xa inhibition. Crossed immunoelectrophoresis of AT III in the presence of heparin revealed in the plasma an abnormal slow-moving peak. When tested by affinity chromatography on heparin Sepharose, this abnormal AT III did not bind to heparin. Among the investigated relatives, 5 subjects had normal AT III levels, whatever the test used, the nine others having reduced levels of antithrombin heparin cofactor activity (45-61%) but normal levels of immunoreactive AT III (97-122%). Consanguinity was found in the family history. We therefore considered our patient as homozygous for an AT III molecular abnormality affecting the binding site for heparin.


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