Analysis of a point sink embedded in a porous elastic half space     

J. R. Booker  J. P. Carter 《国际地质力学数值与分析法杂志》1986,10(2):137-150

Closed-form solutions are presented for the steady-state distributions of displacement, pore pressure and stress around a point sink embedded in a homogeneous, isotropic elastic half space. These solutions have been evaluated for a typical case of a sink (pump) buried in sand and the magnitude of the settlement of the ground surface has been estimated.  相似文献   

An activity catalogue of southern stars     

J. S. Jenkins  H. R. A. Jones  C. G. Tinney  R. P. Butler  C. McCarthy  G. W. Marcy  D. J. Pinfield  B. D. Carter  A. J. Penny 《Monthly notices of the Royal Astronomical Society》2006,372(1):163-173

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Elastoplastic analysis of jointed rocks using a coupled finite element and boundary element method     

B. Xiao  J. P. Carter  H. Alehossein 《国际地质力学数值与分析法杂志》1994,18(7):445-466

This paper presents a coupled, elastoplastic, finite element and boundary element method for the two-dimensional, non-linear analysis of anisotropic jointed rock. The non-linear and anisotropic behaviour of a jointed rock mass is simulated by representing the mass as an equivalent anisotropic, elastoplastic continuum, so that the influence of the jointing system is ‘smeared’ across the continuum, i.e. the individual joints are not modelled as discrete entities. Numerical examples have been solved to verify the capability, accuracy and efficiency of the present technique. The proposed technique has also been applied to the analysis of tunnel excavation problems in plane strain. The effects of anisotropy and non-linearity of the jointed rock mass during excavation have been investigated in some detail.  相似文献   

Tracing the star stream through M31 using planetary nebula kinematics     

H. R. Merrett  K. Kuijken  M. R. Merrifield  A. J. Romanowsky  N. G. Douglas  N. R. Napolitano  M. Arnaboldi  M. Capaccioli  K. C. Freeman  O. Gerhard  N. W. Evans  M. I. Wilkinson  C. Halliday  T. J. Bridges  D. Carter 《Monthly notices of the Royal Astronomical Society》2003,346(4):L62-L66

We present a possible orbit for the Southern Stream of stars in M31, which connects it to the Northern Spur. Support for this model comes from the dynamics of planetary nebulae (PNe) in the disc of M31: analysis of a new sample of 2611 PNe obtained using the Planetary Nebula Spectrograph reveals ∼20 objects with kinematics inconsistent with the normal components of the galaxy, but which lie at the right positions and velocities to connect the two photometric features via this orbit. The satellite galaxy M32 is coincident with the stream both in position and velocity, adding weight to the hypothesis that the stream comprises its tidal debris.  相似文献   

The nature and evolution of deep-sea channel systems   总被引：1，自引：0，他引：1  

R. M. Carter 《Basin Research》1988,1(1):41-54

Abstract A distinction is drawn between sea-floor canyons, which are incised into bedrock, and fan valleys and deep-sea channels, which are cut in unconsolidated sediment. The formation of continental margin canyons/fans and deep-sea channels is an inevitable consequence of continental margin rifting and sea-floor subsidence. Such submarine sediment transport systems are amongst the longest-lived physiographic features on earth, with the Bounty Channel system being more than 50 Myr old. Many deep-sea channels form the distal part of ocean-margin sediment transport systems, being incised 100–350 m into ocean-floor sediments, traversing great distances over the ocean-basin floor, and generally terminating on an abyssal plain. The course of each deep-sea channel is, however, unique. Channel locations are controlled primarily by inherited basement relief, and, during their evolution, by rates and patterns of lithospheric subsidence and sedimentation. In the early stages of ocean-basin formation, deep-sea channels may issue from the axial parts of marginal rifts, or directly from slope canyon-fan systems. As an ocean basin widens, margin-connected channels may become trapped within the strip of oldest (and therefore deepest) oceanic crust at the continent/ocean interface, and will therefore be margin-parallel features. In some cases, as for the Cascadia Channel, channels may escape from the ocean-margin deep, bypassing the spreading ridge via a fracture zone. Deep-sea channels and their associated sediments are influenced also by global sea-level change, by rate of turbidity current generation from the headward continental margin, by rates of pelagic sediment supply, by differential levee development consequent upon the Coriolis effect, and by the operation of deep-sea current systems with their associated sediment drifts. The survival of deep-sea channels as long-lived features necessitates that rates of long-term subsidence at the channel terminus exceed sediment accumulation.  相似文献   

Book reviews     

A. B. Mukerji  Harold Carter  H. Kadomura  L. Peeters  Y. Verhasselt  Wolf Tietze  Gerhard Kortum  C. Chr. Liebmann  Gösta Erikson 《GeoJournal》1981,2(2):190-204

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Is the basement complex of Egypt complex?     

A.A.A. Hussein  G.S. Carter  D.L. Searle 《Precambrian Research》1978,6(1):A27-A28

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Explosive volcanic eruptions — IV. The control of magma properties and conduit geometry on eruption column behaviour     

Lionel Wilson  R. Stephen J. Sparks  George P. L. Walker 《Geophysical Journal International》1980,63(1):117-148

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Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity     

J. P. Carter  M. F. Randolph  C. P. Wroth 《国际地质力学数值与分析法杂志》1979,3(4):305-322

The disturbance of a clay mass, due to either the installation of a driven pile or the expansion of a pressuremeter membrane, is often modelled as a cylindrical cavity expansion. In addition, it is usual (and convenient) to assume that the expansion occurs under conditions of plane strain. For this problem a method of analysis is presented which considers the soil to be a saturated two-phase material with a pore fluid which flows according to Darcy's Law. Non-linearity in material behaviour is permitted as long as the effective stress–strain law can be written in an incremental or rate form. The use of a consolidation analysis allows the changes in effective stress and pore pressure to be determined at any stage during both the cavity expansion and the subsequent period of reconsolidation. Expansions may occur at any prescribed rate, including the very fast (undrained) and the very slow (fully drained) case. The technique is illustrated by considering the expansion of a cavity in two different types of elastoplastic soil. It is shown how these solutions may be used to model the disturbance of the soil due to pile driving.  相似文献   

Late Pleistocene outburst flooding from pluvial Lake Alvord into the Owyhee River, Oregon   总被引：1，自引：0，他引：1  

Deron T. Carter  Lisa L. Ely  Jim E. O'Connor  Cassandra R. Fenton 《Geomorphology》2006,75(3-4):346

At least one large, late Pleistocene flood traveled into the Owyhee River as a result of a rise and subsequent outburst from pluvial Lake Alvord in southeastern Oregon. Lake Alvord breached Big Sand Gap in its eastern rim after reaching an elevation of 1292 m, releasing 11.3 km³ of water into the adjacent Coyote Basin as it eroded the Big Sand Gap outlet channel to an elevation of about 1280 m. The outflow filled and then spilled out of Coyote Basin through two outlets at 1278 m and into Crooked Creek drainage, ultimately flowing into the Owyhee and Snake Rivers. Along Crooked Creek, the resulting flood eroded canyons, stripped bedrock surfaces, and deposited numerous boulder bars containing imbricated clasts up to 4.1 m in diameter, some of which are located over 30 m above the present-day channel.Critical depth calculations at Big Sand Gap show that maximum outflow from a 1292- to 1280-m drop in Lake Alvord was  10,000 m³ s^− 1. Flooding became confined to a single channel approximately 40 km downstream of Big Sand Gap, where step-backwater calculations show that a much larger peak discharge of 40,000 m³ s^− 1 is required to match the highest geologic evidence of the flood in this channel. This inconsistency can be explained by (1) a single 10,000 m³ s^− 1 flood that caused at least 13 m of vertical incision in the channel (hence enlarging the channel cross-section); (2) multiple floods of 10,000 m³ s^− 1 or less, each producing some incision of the channel; or (3) an earlier flood of 40,000 m³ s^− 1 creating the highest flood deposits and crossed drainage divides observed along Crooked Creek drainage, followed by a later 10,000 m³ s^− 1 flood associated with the most recent shorelines in Alvord and Coyote Basins.Well-developed shorelines of Lake Alvord at 1280 m and in Coyote Basin at 1278 m suggest that after the initial flood, postflood overflow persisted for an extended period, connecting Alvord and Coyote Basins with the Owyhee River of the Columbia River drainage. Surficial weathering characteristics and planktonic freshwater diatoms in Lake Alvord sediment stratigraphically below Mt. St. Helens set Sg tephra, suggest deep open-basin conditions at  13–14 ka (¹⁴C yr) and that the flood and prominent shorelines date to about this time. But geomorphic and sedimentological evidence also show that Alvord and Coyote Basins held older, higher-elevation lakes that may have released earlier floods down Crooked Creek.  相似文献