StoneRoad2013's photos with the keyword: gabions

aav[25] - erosion II {18 of 18}

aav[25] - erosion II {18 of 18}

StoneRoad2013
11 Apr 2025 67
Outside KillFrost, looking downstream towards image17of18 - this area of the bank is being eroded. . This is about halfway between the viaduct and the river flow meter site
aav[25] - erosion II {4 of 18}

aav[25] - erosion II {4 of 18}

StoneRoad2013
11 Apr 2025 86
A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {9 of 18}

aav[25] - erosion II {9 of 18}

StoneRoad2013
11 Apr 2025 97
Some of the larger rocks in this deposit look like rock armour that has been relocated downstream by floodwater. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {13 of 18}

aav[25] - erosion II {13 of 18}

StoneRoad2013
11 Apr 2025 1 98
More rail as reinforcing in the foreground. Note also that the slabs built into the bank in the background [which has been damaged]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {12 of 18}

aav[25] - erosion II {12 of 18}

StoneRoad2013
11 Apr 2025 2 146
Standard gauge rail line [judging by the weight & profile] used as reinforcement. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {11 of 18}

aav[25] - erosion II {11 of 18}

StoneRoad2013
11 Apr 2025 81
The void under the concrete extends far enough upstream [ie leftwards] to be in line with the viaduct pier. [Camera is about a third of the way in on the next pier - Skew viaduct]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {10 of 18}

aav[25] - erosion II {10 of 18}

StoneRoad2013
11 Apr 2025 96
Looks suspiciously like a drill hole ! {i'm comparing it to the capped off holes that were used when the "Old Quay" at Whitehaven was grouted, to stabilise the structure. [shoe is about 100mm across at the widest point]. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {8 of 18}

aav[25] - erosion II {8 of 18}

StoneRoad2013
11 Apr 2025 1 83
More holes through the concrete. A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {7 of 18}

aav[25] - erosion II {7 of 18}

StoneRoad2013
11 Apr 2025 80
All but the upper section, which was held together by the concrete capping, has been removed by the scouring action of floodwater [yes, looking upwards !] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {6 of 18}

aav[25] - erosion II {6 of 18}

StoneRoad2013
11 Apr 2025 92
Showing the thinness of the concrete layer[s] making up the cap. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {5 of 18}

aav[25] - erosion II {5 of 18}

StoneRoad2013
11 Apr 2025 79
Looking downstream from inside the largest hole, also visible are the destroyed gabions & other steel reinforcement. [rather dangerous, IMO] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {3 of 18}

aav[25] - erosion II {3 of 18}

StoneRoad2013
11 Apr 2025 78
"inside" the largest hole ! That puddle is about 18" - 2ft deeper than the point the ranging pole reached ... . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {2 of 18}

aav[25] - erosion II {2 of 18}

StoneRoad2013
11 Apr 2025 103
There is a low section along there - another couple of inches height and the river will be over the lip of this mini-weir. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {1 of 18}

aav[25] - erosion II {1 of 18}

StoneRoad2013
11 Apr 2025 87
That is a 5ft section of a surveyor's ranging pole, that's not the deepest point. But five feet is about average overall. It's a big hole ... estimate 15' x 15' and 5' deep - although it's not square in plan. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {17 of 18}

aav[25] - erosion II {17 of 18}

StoneRoad2013
11 Apr 2025 83
Outside KillFrost, looking upstream towards image18of18 - this area of the bank is being eroded. . This is about halfway between the viaduct and the river flow meter site
aav[25] - erosion II {15 of 18}

aav[25] - erosion II {15 of 18}

StoneRoad2013
11 Apr 2025 1 86
Largest void is under the middle arch [see note on image, revealed by cursor over image] . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {16 of 18}

aav[25] - erosion II {16 of 18}

StoneRoad2013
11 Apr 2025 1 96
Area of the bank in the foreground appears to have had concrete tipped over it ... . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
aav[25] - erosion II {14 of 18}

aav[25] - erosion II {14 of 18}

StoneRoad2013
11 Apr 2025 81
Taken to show the width of the concrete surface - and the relative position of the holes & the viaduct piers. . A series of 18 images showing erosion and penetrations of the concrete cap, which has allowed scouring of the underlying fill leading to some significant voids and un-supported areas.
20 items in total