Paleozoic fluidization, folding, and peperite formation, northern Sierra Nevada, California

1995 ◽  
Vol 32 (3) ◽  
pp. 314-324 ◽  
Author(s):  
Elwood R. Brooks

Recognition of peperite is important in establishing broad contemporaneity of magmatism and sedimentation. At an occurrence of peperite discovered recently among late Paleozoic island-arc deposits in the northern Sierra Nevada, it is possible to reconstruct the peperite-forming process largely from field observations alone. The generally concordant, upper margin of a basalt intrusion adjoins thinly laminated basaltic tuff in the Taylor Formation that was water saturated and unlithified at the time of intrusion. The water-saturated ash initially was heated by the intrusion at approximately constant, essentially hydrostatic pressure. Concurrently, the top of the intrusion was quenched and divided by shrinkage fractures. Pressure momentarily approached zero as the shrinkage fractures opened abruptly, causing vaporization of the pore water and substantial expansion and fluidizing flow of the resulting steam. The unlithified ash was swept into the shrinkage fractures, and, where the downward-propagating fractures intersected one another, basalt fragments were detached to form in situ peperite. Associated mesoscopic folds in thinly laminated tuff are shown to be a consequence of the peperite-forming process; they need not be attributed to forcible intrusion of the basaltic magma.

1989 ◽  
Vol 26 (10) ◽  
pp. 2075-2080 ◽  
Author(s):  
Yves Michaud ◽  
Jean-Claude Dionne ◽  
Larry D. Dyke

The breakdown of rock by forces attributable to the freezing of water is one of the various weathering processes included under the general term "frost action." Field observations in the Guillaume–Delisle Gulf area, subarctic Quebec, suggest that under certain conditions the process can be rapid, even explosive. By analogy to rockbursting, the term "frost bursting" is proposed as the equivalent to the French term "éclatement". Frost bursting is the process by which intact and massive rock is shattered when water saturated and submitted to intense and rapid freezing. Hydrostatic pressure developed either in pore spaces or rock cracks allows strain energy to be stored in the freezing rock. Frost bursting will occur if the material is stiff and strong enough to exhibit release of a large quantity of stored strain energy.


1987 ◽  
Vol 24 (2) ◽  
pp. 308-317
Author(s):  
C. B. Crawford ◽  
L. J. DeBoer

This paper presents a 15-year record of consolidation settlements under an earth embankment where maximum settlements have exceeded 3 m since 1971. The rate of settlement was greatly accelerated by the use of sand drains under areas of maximum load. During construction, pore pressures in the subsoil were monitored and used to control the rate of loading, which had to be decreased to avoid failure. Settlements were underestimated and stability was overestimated on the basis of laboratory and field tests. Consolidation characteristics measured in the laboratory are compared with those calculated from field observations. Key words: settlements, consolidation, embankment, pore-water pressures, monitoring, in situ.


1981 ◽  
Vol 27 (97) ◽  
pp. 503-505 ◽  
Author(s):  
Ian J. Smalley

AbstractRecent investigations have shown that various factors may affect the shear strength of glacial till and that these factors may be involved in the drumlin-forming process. The presence of frozen till in the deforming zone, variation in pore-water pressure in the till, and the occurrence of random patches of dense stony-till texture have been considered. The occurrence of dense stony till may relate to the dilatancy hypothesis and can be considered a likely drumlin-forming factor within the region of critical stress levels. The up-glacier stress level now appears to be the more important, and to provide a sharper division between drumlin-forming and non-drumlin-forming conditions.


Ingenium ◽  
2014 ◽  
Vol 8 (21) ◽  
pp. 35
Author(s):  
Elías Rojas Martínez ◽  
Marlon Fortich Duarte ◽  
Henry Pavajeau Maestre
Keyword(s):  

En los municipios de Becerril (Cesar, Colombia) y Ciénaga (Magdalena, Colombia), existen afloramientos de aguas subterráneas con altas temperaturas –aguas termales– asociadas a la formación de la Sierra Nevada de Santa Marta, elevación cuyo origen se debe a la formación y acreción de fragmentos de origen oceánico que luego se incorporaron al continente y al crecimiento de extensos territorios volcánicos –proveyendo actividad magmática–, un proceso que genera la destrucción de rocas y la elevación, por diferencia de densidades, de las rocas fundidas, las cuales producen vapores de altas temperaturas que calientan las aguas subterráneas hasta su punto de ebullición, este vapor de agua se filtra entre fisuras presentes en las formaciones rocosas y va ascendiendo hasta la superficie donde se condensa y brota como agua termal. El artículo analiza los resultados obtenidos de los estudios minero-geológicos realizados en estos depósitos de aguas termales, donde se desarrollaron exploraciones geológicas y geoquímicas in situ, toma de muestras y análisis físico-químicos. Se concluye que estos yacimientos son de origen geotérmico y que, por su composición química estas aguas pueden ser usadas en terapias de medicina alternativa y representan una fuente de desarrollo para el ecoturismo.


1988 ◽  
Vol 100 (3) ◽  
pp. 446-457 ◽  
Author(s):  
RICHARD E. HANSON ◽  
JASON B. SALEEBY ◽  
RICHARD A. SCHWEICKERT
Keyword(s):  

2021 ◽  
Vol 568 ◽  
pp. 117016
Author(s):  
Nolwenn Le Gall ◽  
Fabio Arzilli ◽  
Giuseppe La Spina ◽  
Margherita Polacci ◽  
Biao Cai ◽  
...  

2012 ◽  
Vol 193-194 ◽  
pp. 1010-1013
Author(s):  
Shu Qing Zhao

The construct to precast pile in thick clayey soil can cause the accumulation of excess pore water pressure. The high excess pore pressure can make soil, buildings and pipes surrounded have large deflection, even make them injured. Combining with actual projects, this paper presents an in-situ model test on the changes of excess pore water pressure caused by precast pile construct. It is found that the radius of influence range for single pile driven is about 15m,the excess pore water pressure can reach or even exceed the above effective soil pressure, and there are two relatively stable stages.


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