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Landslip Preventive Measures Division 3 |
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| Contact Person : |
Mr K Y Choi, Chief Geotechnical
Engineer |
| Address : |
LG1 Floor, Civil Engineering and Development
Building, 101 Princess Margaret Road, Homantin, Kowloon. |
| Telephone : |
2762 5469 |
| Fax : |
2712 6357 |
| E-mail : |
kychoi@cedd.gov.hk |
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The Landslip Preventive
Measures Division 3 consists of a Works (W) Section and three
Consultant Management (CM) Sections. |
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The Works Section
prepares tender documents, calls tenders, analyses tenders and
supervises in-house slope/retaining wall upgrading works that
are designed by GEO's Landslip Preventive
Measures Division 2. This Section is also responsible for
maintaining and updating a library of sample tender documents
for landslip preventive works contracts which serves as reference
material for both in-house and consultants’ project staff. |

Upgrading works to a steep rock cut slope |

Preservation of trees during upgrading of
an old masonry retaining wall
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The Works Section
also carries out ongoing second-party audits on works in consultants-administered
contracts. Experienced inspectorate staff carry out regular
audits on fill slope compaction works, soil nail installation
and grouting works. This ensures that our LPM works are carried
out to a uniform and consistent standard amongst all consultant
and in-house administered contracts. |
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As part of the measures
used to accelerate the LPM programme, we have since 1995, employed
consultants to carry out geotechnical studies, design of preventive
works, preparation of contract documents and supervision of
construction. These consultants are managed by the CM Sections.
The duties of CM Sections include reviewing and monitoring of
works progress and programming for all associated assignments
to their consultants in relation to upgrading slopes/retaining
walls, expenditure control and coordination with other Government
Departments. |
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The Division managed the upgrading work for a total of 176 slopes and retaining walls in Financial Year (FY) 2008/2009 and plans to upgrade another 180 in FY 2009/2010. |

Soil cut slope upgraded by
installation of soil nails
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Upgrading of a fill slope by excavation of loose materials and
re-compaction of suitable material
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