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Bishop method

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Journal Article

Development of a fracture network in crystalline rocks during weathering: Study of Bishop Creek chronosequence using X-ray computed tomography and 14 C-PMMA impregnation method Available to Purchase

Arnaud Mazurier, Paul Sardini, Ann M. Rossi, Robert C. Graham, Karl-Heinz Hellmuth, Jean-Claude Parneix, Marja Siitari-Kauppi, Mikko Voutilainen, Laurent Caner
Journal: GSA Bulletin
Published: 01 September 2016
GSA Bulletin (2016) 128 (9-10): 1423–1438.
DOI: https://doi.org/10.1130/B31336.1
... for characterizing the development of fracture networks during weathering? In the first part of the paper, the geological context of Bishop Creek site is described in terms of glacial deposits and weathering, as well as the sampling strategy. Second, in order to detect fractures, XRCT and 14 C-PMMA methods...
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View PDF for article title, Development of a fracture network in crystalline rocks during weathering: Study of <span class="search-highlight">Bishop</span> Creek chronosequence using X-ray computed tomography and 14 C-PMMA impregnation <span class="search-highlight">method</span>
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Journal Article

Age of the Bishop Tuff of eastern California as determined by the fission-track method: Comment and reply: COMMENT Available to Purchase

James B. Swinehart, John Boellstorff
Journal: Geology
Published: 01 November 1977
Geology (1977) 5 (11): 648–650.
DOI: https://doi.org/10.1130/0091-7613(1977)5<648:AOTBTO>2.0.CO;2
View PDF for article title, Age of the <span class="search-highlight">Bishop</span> Tuff of eastern California as determined by the fission-track <span class="search-highlight">method</span>: Comment and reply: COMMENT
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Journal Article

Age of the Bishop Tuff of eastern California as determined by the fission-track method: Comment and reply: REPLY Available to Purchase

C. W. Naeser, G. A. Izett
Journal: Geology
Published: 01 November 1977
Geology (1977) 5 (11): 650.
DOI: https://doi.org/10.1130/0091-7613(1977)5<650:AOTBTO>2.0.CO;2
View PDF for article title, Age of the <span class="search-highlight">Bishop</span> Tuff of eastern California as determined by the fission-track <span class="search-highlight">method</span>: Comment and reply: REPLY
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Journal Article

Age of the Bishop Tuff of eastern California as determined by the fission-track method Available to Purchase

Glen A. Izett, Charles W. Naeser
Journal: Geology
Published: 01 October 1976
Geology (1976) 4 (10): 587–590.
DOI: https://doi.org/10.1130/0091-7613(1976)4<587:AOTBTO>2.0.CO;2
...Glen A. Izett; Charles W. Naeser Abstract The zircon fission-track age of a sample of air-fall pumice of the Bishop Tuff (Pleistocene) of eastern California is 0.74 ± 0.05 m.y. This age is within the precision limits of the currently accepted age of the Bishop Tuff, about 0.7 m.y. Geological...
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LEM slope stability anal., Bishop method, stabilized landslide no. 16, FoS = 1.58.

LEM slope stability anal., Bishop method, stabilized landslide no. 16, FoS ... Available to Purchase

Published: 08 November 2019
Figure 10. LEM slope stability anal., Bishop method, stabilized landslide no. 16, FoS = 1.58.
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Bishop Method

Bishop Method Available to Purchase

Published: 01 December 2016
Fig. 13. Bishop Method
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Bishop Method

Bishop Method Available to Purchase

Published: 01 December 2016
Fig.18. Bishop Method
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Bishop Method

Bishop Method Available to Purchase

Published: 01 December 2016
Fig.23. Bishop Method
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Sensitivity analysis using simplified Bishop method that compares slope stability and the friction angle of the deep failure zone in Domain D, with and without the effect of the confined aquifer.

Sensitivity analysis using simplified Bishop method that compares slope sta... Available to Purchase

Published: 01 November 2011
Figure 15. Sensitivity analysis using simplified Bishop method that compares slope stability and the friction angle of the deep failure zone in Domain D, with and without the effect of the confined aquifer.
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The Simplified Bishop’s method (Bishop, 1955) (a) Slices of the soil above failure plane, (b) Effect of the forces on the side of a particular slide

The Simplified Bishop’s method ( Bishop, 1955 ) (a) Slices of the soil ab... Available to Purchase

Published: 01 February 2017
Fig. 3. The Simplified Bishop’s method ( Bishop, 1955 ) (a) Slices of the soil above failure plane, (b) Effect of the forces on the side of a particular slide
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An analyzed cut slope: (10) Bishop’s method, circular slip surface). (11) Bishop’s method, auto slip surface. (12) Simplified Bishop’s method, path slip surface. (13) Corrected Janbu’s method, circular slip surface. (14) Corrected Janbu’s method, auto slip surface. (15) Corrected Janbu’s method, path slip surface

An analyzed cut slope: (10) Bishop’s method, circular slip surface). (11... Available to Purchase

Published: 01 June 2013
Figs10-15. An analyzed cut slope: (10) Bishop’s method, circular slip surface). (11) Bishop’s method, auto slip surface. (12) Simplified Bishop’s method, path slip surface. (13) Corrected Janbu’s method, circular slip surface. (14) Corrected Janbu’s method, auto slip surface. (15
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Landslide accumulation stability calculation results of profile 2# by simplified Bishop method. (a) Natural condition by simplified Bishop method. (b) Rainstorm condition by simplified Bishop method. (c) Sudden drop from normal to dead water level by simplified Bishop method. (d) Natural condition by M-P method. (e) Rainstorm condition by M-P method. (f) Sudden drop from normal to dead water level by M-P method.

Landslide accumulation stability calculation results of profile 2# by simpl... Open Access

Published: 19 January 2022
Figure 15 Landslide accumulation stability calculation results of profile 2# by simplified Bishop method. (a) Natural condition by simplified Bishop method. (b) Rainstorm condition by simplified Bishop method. (c) Sudden drop from normal to dead water level by simplified Bishop method. (d
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Variation of base cohesion and shear stress w.r.t slices (16) Simplified Bishop’s method, circular slip surface. (17) corrected Janbu’s method, circular slip surface. (18) Simplified Bishop’s method, auto refine slip surface. (19) corrected Janbu’s method, auto refine slip surface. (20) Simplified Bishop’s method, path slip surface. (21) corrected Janbu’s method, path slip surface.

Variation of base cohesion and shear stress w.r.t slices (16) Simplified ... Available to Purchase

Published: 01 June 2013
Figs.16-21. Variation of base cohesion and shear stress w.r.t slices (16) Simplified Bishop’s method, circular slip surface. (17) corrected Janbu’s method, circular slip surface. (18) Simplified Bishop’s method, auto refine slip surface. (19) corrected Janbu’s method, auto refine slip
Journal Article

Geotechnical Investigation and Numerical Analysis of Slope Failure: A Case Study of Landslide Vulnerability Zone in Kolli Hills, Tamil Nadu Available to Purchase

M. Kumar, V. Krishnaveni, Surya Muthukumar
Published: 01 May 2021
Jour. Geol. Soc. India (2021) 97 (5): 513–519.
DOI: https://doi.org/10.1007/s12594-021-1717-z
.... Based on the test results, static slope stability analysis using Modified Bishop method and dynamic slope stability analysis using Simplified Newmark method were carried out to find out factor of safety of the slopes which is used to derive the slope stability assessment of the study area. The landslide...
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View PDF for article title, Geotechnical Investigation and Numerical Analysis of Slope Failure: A Case Study of Landslide Vulnerability Zone in Kolli Hills, Tamil Nadu
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Journal Article

Site Selection, Design, and Reclamation of the Winding Gulf Refuse Pile, Raleigh County, West Virginia Available to Purchase

TIMOTHY A. KING, ABDUL SHAKOOR
Published: 01 November 1987
Environmental & Engineering Geoscience (1987) xxiv (4): 523–536.
DOI: https://doi.org/10.2113/gseegeosci.xxiv.4.523
... the Simplified Bishop Method of Slices. Based on stability analyses, an embankment containing three lifts, each 50 ft high and placed at 2.5 to 1 slopes, has been recommended. The proposed embankment design also includes plans for diversion drainage. © 1987 Association of Engineering Geologists 1987 ...
View PDF for article title, Site Selection, Design, and Reclamation of the Winding Gulf Refuse Pile, Raleigh County, West Virginia
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Comparison between the UBA method and tilt derivative method on the Bishop model. (a) Three-class clustering in the space domain of the UBA method. (b) Boundaries identification on the Bishop model: the white lines indicate the transition between the yellow and the blue class obtained using the UBA method. (c) Tilt derivative of the data shown in Figure 6a. (d) Boundaries identification on the Bishop model: the white lines indicate the zero values of the tilt derivative.

Comparison between the UBA method and tilt derivative method on the Bishop ... Available to Purchase

Published: 10 April 2023
Figure 9. Comparison between the UBA method and tilt derivative method on the Bishop model. (a) Three-class clustering in the space domain of the UBA method. (b) Boundaries identification on the Bishop model: the white lines indicate the transition between the yellow and the blue class obtained
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Multiridge geometric method applied to the Bishop model along the profile shown in Figure 8. (a) Total field anomaly and its second vertical derivative at ground level. (b) Vertical section of the upward continuation of the total field (altitudes 0–10km with 0.2-km vertical steps). (c) Vertical section of the upward continuation of the second vertical derivative of the total field with types I, II, and III ridges (red, yellow, and white lines, respectively). Ridges converge to the sources of anomalies A (x=100km), B (x=202km), and C (x=320km). Values χ1, χ2, and χ3 are the magnetic susceptibilities of the different basement blocks.

Multiridge geometric method applied to the Bishop model along the profile s... Available to Purchase

Published: 30 June 2009
Figure 9. Multiridge geometric method applied to the Bishop model along the profile shown in Figure 8 . (a) Total field anomaly and its second vertical derivative at ground level. (b) Vertical section of the upward continuation of the total field (altitudes 0 – 10 km with 0.2
Journal Article

Stability Analysis of an Open Cut Slope in Wardha Valley Coal Field Available to Purchase

Dhananjai Verma, Ashutosh Kainthola, Rahul Thareja, T. N. Singh
Published: 01 June 2013
Jour. Geol. Soc. India (2013) 81 (6): 804–812.
DOI: https://doi.org/10.1007/s12594-013-0105-8
...Figs10-15. An analyzed cut slope: (10) Bishop’s method, circular slip surface). (11) Bishop’s method, auto slip surface. (12) Simplified Bishop’s method, path slip surface. (13) Corrected Janbu’s method, circular slip surface. (14) Corrected Janbu’s method, auto slip surface. (15...
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Bishop’s simplified method of slices for the analysis of circular failure in slopes.

Bishop’s simplified method of slices for the analysis of circular failure i... Available to Purchase

Published: 01 June 2013
Fig.7. Bishop’s simplified method of slices for the analysis of circular failure in slopes.
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Comparison of terracing of the Bishop magnetic field along a south−north profile at x=83.2  km. (a) SGC and k-means clustering methods. (b) Kuwahara filters of the Bishop magnetic field with different window sizes. (c) Kuwahara filtering of the clustered data.

Comparison of terracing of the Bishop magnetic field along a south−north pr... Available to Purchase

Published: 26 June 2018
Figure 8. Comparison of terracing of the Bishop magnetic field along a south−north profile at x = 83.2    km . (a) SGC and k -means clustering methods. (b) Kuwahara filters of the Bishop magnetic field with different window sizes. (c) Kuwahara filtering of the clustered data.