This page contains a Flash digital edition of a book.
CIVILS, TUNNELS & EMBANKMENTS


protected 3mm high-tensile wire in a 65mm diamond aperture interlocking mesh. This mesh is tensioned on to the face when the rockbolt head plates are torqued up, but the design also calls for horizontal cables on every row of bolts. Vertical cables are also required every 10 metres each side along the cutting length. Some 10,732 square metres is required.


Work took place both in possessions and during normal train operations, which include about four trains per day. Every weekend was worked. Up to three road/rail units were deployed, giving good outputs for the bolting of the areas that they can reach.


Nuttall/BAM Ritchies team on the combined WAL7 & 11 (Up and Down) lines between 3m 77ch – 4m 05ch on both sides of the cutting, on the approach to the tunnel between a road bridge and the tunnel portal.


Initially vegetation was cleared, a tactile inspection carried out and a topographical survey completed. As a result the type of remediation was agreed to be very similar to that adopted for Pentwyn Farm Cutting. Vegetation removal has also included mature trees close to the crest of the cutting.


Again, the design is based upon the robust standard Network Rail active meshing and rock bolting details. Annotated photographs and topographical survey have been used to present the design solution in each area. The rock bolt design is reliant on suitability testing done in advance of the permanent works and acceptance testing on 10% of the working bolts.


Drilling on the upper sections has been used as a guide to determine the depth of soil overlying the rock, which in turn is used to fine-tune the construction design. Construction methods, materials and personnel are all similar to that of Pentwyn Farm.


Llangyfelach Cutting


Llangyfelach Cutting is at the eastern approach to Llangyfelach Tunnel, near Morriston, having been designated as having a risk of failure by Network Rail’s earthworks examiner. As a result this second scheme was run concurrently to the work at Pentwyn Farm Cutting, although it started a bit later.


Stabilisation works for Network Rail using a TGP design were undertaken, also by a BAM


In total, 604 rock bolts were installed, securing approximately 4,400 metres of high tensile mesh.


Both projects had a completion date of the end of April 2014.


Both schemes are being delivered for Network Rail very much as a team effort with the joint BAM Nuttall and BAM Ritchies civil engineering and geotechnical skills working seamlessly together, combined with a flexible Tony Gee design that takes the actual ground conditions and topography into account while being true to Network Rail’s standard guidance for rock face stabilisation using high tensile meshes.


Project engineer Ian Bannerman said during the final stage of the works: “It is the first time I have been so far west into Wales and the weather has certainly lived up to its reputation.


“Nevertheless we are making good progress and it is really pleasing that we are well advanced to complete our third and fourth cutting stabilisation schemes for Network Rail in Wales and the west in the last few months.”


He added: “I have the utmost respect for the workforce, who are working lots of weekends, on steep hard rock cutting slopes, in some pretty awful weather conditions. Hopefully now the weather is improving and the daffodils are out, we can swiftly move to completion of the


square


project.”


Site agent Jonathan Bryant added: “BAM Nuttall Ltd and BAM Ritchies have worked in unison and overcome many challenges to deliver these projects, foremost of which is the fact that this is the first time rock bolts have been installed along a solid rock railway cutting whilst trains have been running ALO (adjacent line open) without firstly installing a dedicated catch net for falling debris.


“This has been achieved through the adaptation of the drilling rigs to incorporate a small catch net and BAM Nuttall’s tireless efforts to assure the ‘buy-in’ of the Network Rail management team.”


About the companies BAM Ritchies, which


started business in


Scotland in 1963, is the specialist geotechnical division of BAM Nuttall Ltd,


employing


approximately 360 staff. Its turnover is just under £60m, and it is based in Kilsyth near Glasgow with other offices at Wigan, Clevedon near Bristol, Erith in Kent and Dublin.


BAM Nuttall Ltd had a turnover of £680m in 2012 and operates throughout the country from a network of regional centres. Both are part of Royal BAM, one of Europe’s largest construction contractors, with a turnover of 7.6 billion EUR in 2011.


Tony Gee and Partners LLP has been providing specialist civil, structural and geotechnical engineering


consultancy services to the construction industry worldwide since 1974.


TELL US WHAT YOU THINK opinion@railtechnologymagazine.com


rail technology magazine Jun/Jul 14 | 55


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124  |  Page 125  |  Page 126  |  Page 127  |  Page 128  |  Page 129  |  Page 130  |  Page 131  |  Page 132  |  Page 133  |  Page 134  |  Page 135  |  Page 136  |  Page 137  |  Page 138  |  Page 139  |  Page 140  |  Page 141  |  Page 142  |  Page 143  |  Page 144  |  Page 145  |  Page 146  |  Page 147  |  Page 148