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Highway Slope Manual

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37<br />

suitable techniques that can allow some of the investigation works to be carried out on or<br />

above the slope, e.g. using lightweight platforms and equipment erected from above, so that<br />

closure of the road is not required at these locations.<br />

Prior to the start of ground investigation works, traffic impact assessments (TIAs) may<br />

have to be carried out where road or pedestrian traffic will be affected. Reference should be<br />

made to Guidance Note No. RD/GN/021 issued by the <strong>Highway</strong>s Department (1995) on this.<br />

Where a TIA is required, adequate time should be allowed for in the ground investigation<br />

programme. Depending on the site conditions, it may take 6 to 8 weeks or more to carry out<br />

the TIA and obtain the necessary permission to commence the ground investigation works on<br />

site.<br />

3.. OTHER CONSIDERATIONS FOR ROAD PROJECTS<br />

3...1 General<br />

Ground investigation works such as drillholes for a road project are often carried out<br />

concurrently at widely spaced locations. In putting together the investigation requirements,<br />

a programme supplemented with a layout plan should be prepared showing the locations and<br />

nature of works that are to be carried out concurrently, so that adequate site supervisory<br />

personnel can be assigned. This should be done taking into account the actual site<br />

conditions ascertained from a walkover survey along the route.<br />

At locations where re-routing and/or ducting of any existing services near highway<br />

slope features are likely to be required, the locations of the services should be confirmed by<br />

inspection pits during ground investigation. Such locations should be surveyed and<br />

documented. This information is important to facilitate both design and construction, in<br />

particular to minimize the need for re-design during the contract.<br />

3...2 Areas with Signs of Distress or with Known or Suspected Ground<br />

Movement/Deformation<br />

In situations where new high cuttings are to be excavated in sloping terrain, whether in<br />

soil or rock, a central issue is whether the natural ground is inherently stable, or whether it<br />

contains relict structures caused by slope movements in the past. Many significant<br />

landslides on roads were “second time slides". Therefore, where a proposed route traverses<br />

areas with signs of distress, or areas with known or suspected past ground<br />

movement/deformation, as identified by aerial photograph interpretation, a detailed study<br />

should be carried out to provide data for the assessment of the stability of the terrain and its<br />

possible impact on the route.<br />

Low altitude aerial photographs and data on past landslides could provide information<br />

for assessing whether there has been progressive development of a ground failure involving<br />

significant ground deformation (Sun & Campbell, 1999). A site walkover survey should be<br />

carried out to collect information on the nature of the distress and/or ground<br />

movement/deformation together with geomorphological and engineering geological mapping.<br />

Where required, conventional surveying should also be carried out to provide ground

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