1981
DOI: 10.3133/pp1202
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Deformation of host rocks and flow of magma during growth of minette dikes and breccia-bearing intrusions near Ship Rock, New Mexico

Abstract: Page 36 38 38 41 42 45 46 48 52 magma flow in the northweastern dike may have been about 25 Pa/m (0.25 bars/km), or 0.1 percent of the weight per unit volume of magma, and that less than 1 percent of the heat convected upward from the source region was lost to wallrocks.

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Cited by 279 publications
(366 citation statements)
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“…[20] The estimated stress intensity factors (38 to 117 MPa m 1/2 ; average, 69 MPa m 1/2 ) fall within the range of previous field or in situ values (30 to 150 MPa m 1/2 ), as obtained in many studies [e.g., Delaney and Pollard, 1981;Rubin and Pollard, 1987;Parfitt, 1991;Rivalta and Dahm, 2006;Gudmundsson, 2009]. Thus, the estimated stress intensity factor may be regarded as reliable and appropriate for the fracture toughness of the uppermost layers of Miyake-jima because dikes are arrested.…”
Section: Discussionmentioning
confidence: 84%
See 1 more Smart Citation
“…[20] The estimated stress intensity factors (38 to 117 MPa m 1/2 ; average, 69 MPa m 1/2 ) fall within the range of previous field or in situ values (30 to 150 MPa m 1/2 ), as obtained in many studies [e.g., Delaney and Pollard, 1981;Rubin and Pollard, 1987;Parfitt, 1991;Rivalta and Dahm, 2006;Gudmundsson, 2009]. Thus, the estimated stress intensity factor may be regarded as reliable and appropriate for the fracture toughness of the uppermost layers of Miyake-jima because dikes are arrested.…”
Section: Discussionmentioning
confidence: 84%
“…Here overpressure is defined as the total magmatic pressure in the dike minus the minimum principal compressive (maximum tensile) stress s 3 acting on the dike walls. Many have estimated the magma overpressure based on dike thickness (or aperture for a magma-filled dike fracture) and the assumption that the host rock behaves as elastic [e.g., Delaney and Pollard, 1981;Pollard et al, 1983;Pollard and Segall, 1987]. In such studies, the following fundamental equation [e.g., Sneddon and Lowengrub, 1969] is used:…”
Section: Introductionmentioning
confidence: 99%
“…One should note that this estimate is weakly sensitive to the various inputs because of the small power law dependence involved and does not depend on magma buoyancy at all (see equation (A5)). Values of the fracture toughness have been measured on rock samples in the laboratory [Atkinson and Meredith, 1987] and deduced from the dimensions of dikes (breadth and thickness) in the field [Delaney and Pollard, 1981]. The two methods indicate values of about 1 and 100 MPa m 1/2 , respectively.…”
Section: Discussionmentioning
confidence: 99%
“…However, the two dikes are only separated by about 2 km vertically, so the presence of a magma conduit between them is highly likely. The connection between both dikes is probably via another dike, as this is the most efficient means of transporting magma through the lithosphere [Rubin, 1995;Delaney and Pollard, 1981]. This dike might be too narrow to cause detectable InSAR displacements.…”
Section: Magma Originmentioning
confidence: 99%