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Outside Party Slopes

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Journal Article
Published: 11 July 2018
Quarterly Journal of Engineering Geology and Hydrogeology (2019) 52 (3): 312–319.
... network was created, designed to give a national overview of potential landslide hazard originating from Outside Party Slopes. The current assessment was compiled using Geographic Information System (GIS) techniques and desktop modelling to apply a structured analysis of each buffered Earthwork Inspection...
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Graphic representation of Classification of Hazards on Outside Party Slopes (A–E) and Derailment Criticality Band (0–5) matrices results.
Published: 11 July 2018
Fig. 5. Graphic representation of Classification of Hazards on Outside Party Slopes (A–E) and Derailment Criticality Band (0–5) matrices results.
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National output of the Classification of Hazards on Outside Party Slopes research, presenting the maximum hazard score for each Earthwork Inspection 5 Chain for Great Britain (©NERC).
Published: 11 July 2018
Fig. 4. National output of the Classification of Hazards on Outside Party Slopes research, presenting the maximum hazard score for each Earthwork Inspection 5 Chain for Great Britain (©NERC).
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A schematic representation of the Outside Party Slope final Earthwork Inspection 5 Chain (EI5C) sections, created using DTM interpretation (a) to create the Buffer of External Natural Geological Influence (BENGI) (b). Any cross-section within Network Rail property or a spot of change of less than 5° is excluded from the analysis.
Published: 11 July 2018
Fig. 3. A schematic representation of the Outside Party Slope final Earthwork Inspection 5 Chain (EI5C) sections, created using DTM interpretation ( a ) to create the Buffer of External Natural Geological Influence (BENGI) ( b ). Any cross-section within Network Rail property or a spot of change
Journal Article
Journal: AAPG Bulletin
Published: 01 June 1951
AAPG Bulletin (1951) 35 (6): 1369–1379.
... the Reserve and made areal and stratigraphic studies outside the Reserve. The geophysical parties worked entirely within the Reserve doing both regional reconnaissance and detail shooting for drilling sites. In addition 11 wells were drilled or drilling in 1950. Several of these were deep tests, including one...
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Journal Article
Published: 08 August 2019
Quarterly Journal of Engineering Geology and Hydrogeology (2019) 52 (3): 280–285.
... the ground within the area or ownership or management responsibility of the transportation infrastructure owners. This is amply demonstrated on the Canadian railway network, but also in the UK, where the British Geological Survey have undertaken an assessment of landslide hazard from outside party slopes...
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Journal Article
Published: 29 April 2020
Quarterly Journal of Engineering Geology and Hydrogeology (2020) 53 (3): 466–471.
... that could be used to create a simplified hazard map. This involved approaching third-party data suppliers and other data providers to identify readily available large national datasets, which are well known and respected within the engineering geology industry. An important element of the engagement...
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Journal Article
Published: 07 May 2024
Quarterly Journal of Engineering Geology and Hydrogeology (2024) 57 (3): qjegh2024-026.
... to isolate lane one of the westbound carriageway for the works, with lane two open to traffic during the works. Access for the works was formed from the slope toe outside the crib wall area, via haul roads to the crest, in addition to a fill platform within the closed lane. The landslide bowl and backscar...
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Journal Article
Published: 11 January 2017
Quarterly Journal of Engineering Geology and Hydrogeology (2017) 50 (1): 3–11.
... slopes The comparatively weak and poorly consolidated materials will be deeply weathered and subject to erosion by both running water and mass movement (7) Owen Stanley Range Mountains Mountainous area of high relief reaching an elevation of 1832 m at Mount Clarence, just outside the study area...
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Journal Article
Journal: AAPG Bulletin
Published: 01 March 1977
AAPG Bulletin (1977) 61 (3): 435–442.
... Slope wells. In the Cordilleran region of the western United States there was orogenic and epeirogenic unrest during early Meramecian and again during Chesteran times. Tectonic pulses of the Antler orogeny are reflected in the stratigraphic record outside of, as well as within, the orogenic belt...
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Journal Article
Published: 01 February 2002
Quarterly Journal of Engineering Geology and Hydrogeology (2002) 35 (1): 9–17.
...-slope transportational mid-slope 21 scarp slope – inside of an active meander 6 dip-slope transportational mid-slope 22 inside of an active meander 7 slope perpendicular to dip direction 23 scarp slopeoutside of an active meander 8 valley side slope 24 outside of an active meander...
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Journal Article
Published: 09 November 2016
Quarterly Journal of Engineering Geology and Hydrogeology (2016) 49 (4): 273–278.
... of Engineering Geology and Hydrogeology ( QJEGH ). Papers published in the first half-century of the QJEGH cover all aspects of engineering geological and hydrogeological research and practice, and include important case studies as well as dealing with more fundamental issues in the science. Outside...
Journal Article
Published: 19 August 2019
Quarterly Journal of Engineering Geology and Hydrogeology (2019) 52 (4): 563–568.
... sensing interpretation. From the title alone it is clear that the focus of Griffiths' review relates to UK practice. However, he also describes and illustrates work undertaken outside the UK and, by referring to some of my published work ( Hearn 2017 a ), he has given me the opportunity to respond...
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Series: Geological Society, London, Engineering Geology Special Publications
Published: 01 January 2017
DOI: 10.1144/EGSP28.1
EISBN: 9781786203038
... is ‘head’ ( Ballantyne & Harris 1994 ), and this was accepted by the Working Party as being a periglacial slope deposit. Similarly, ‘coombe rock’ or ‘coombe deposits’ were identified as being soliflucted chalk debris and scree, although according to the British Geological Survey (2015 b ) the term...
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Journal Article
Journal: AAPG Bulletin
Published: 01 June 1963
AAPG Bulletin (1963) 47 (6): 1200–1212.
... was finally brought under control and plugged, however, gauged tests were of sufficient volume and pressure that the State ruled this well a bonafide gas discovery. The Arctic (North) Slope area contains the only proved oil reserves outside of the Cook Inlet basin. Oil was discovered during extensive...
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Journal Article
Journal: Geology
Published: 01 February 2006
Geology (2006) 34 (2): 117–120.
... bottom water last glacial maximum Gas hydrate is an ice-like clathrate of methane and water occurring in sediments on continental shelves and slopes ( Kvenvolden, 1993 ). Gas hydrate is stable to a depth in the sediment column where the geothermal gradient crosses the hydrate (methane + water...
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Journal Article
Published: 01 March 2011
Bulletin de la Société Géologique de France (2011) 182 (2): 181–196.
...Edda Marlène Obone-Zue-Obame; the Mauresc Shipboard scientific party; Virginie Gaullier; the Mauresc Shipboard scientific party; Françoise Sage; the Mauresc Shipboard scientific party; Agnès Maillard; the Mauresc Shipboard scientific party; Johanna Lofi; the Mauresc Shipboard scientific party...
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Journal Article
Journal: AAPG Bulletin
Published: 01 June 1967
AAPG Bulletin (1967) 51 (6): 1137–1151.
... in the Bristol Bay, lower Cook Inlet, and the Gulf of Alaska. Surface geological parties increased 17% from 1965. The Gulf of Alaska and Arctic Slope were the most active basins. State competitive lease sales in the Cook Inlet basin and the Gulf of Alaska brought a total bonus of $7,177,160 for 152,577 acres...
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Journal Article
Journal: AAPG Bulletin
Published: 01 July 1957
AAPG Bulletin (1957) 41 (7): 1616–1632.
... outside the Middle East, which resulted from the Suez crisis, had little effect on oil production from the Far Eastern fields because most of them were already being produced at the maximum safe rate. Production from the Far East in 1956 did show an 8% increase over 1955, from a daily average of 393,183...
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Journal Article
Published: 01 August 2001
Quarterly Journal of Engineering Geology and Hydrogeology (2001) 34 (3): 299–305.
... volume audio signal and flashing light. (ii) Outside: No Alarm (i) Report to Safety Officer and Resident Engineer. (ii) Stop work below the slope immediately. (iii) Inspect the slope visually. (iv) Site meeting to discuss safety measures. Red (i) Rate of change of displacement of 0.10 mm/min. (ii...
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