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___________________________________________________________________________________________________________ Email: [email protected], website: www.genstru.com CASE REFERENCE: 101/CS/2008-2009/Sikkim PAKYONG AIRPORT SIKKIM: DESIGN OF VERY HIGH RETAINING STRUCTURES FOR RETAINING THE AIRPORT TERMINAL BUILDINGS MOTTO MACDONALD BRIEF: Pakyong Airport, involving design for one of the world’s highest reinforced soil structures with maximum height of the structure being 75m on the valley side and stabilizaon of cut slope on hill slide with height of cut extending upto 100m. Duraon: February, 2009 - May, 2011 Owner/Client: Moo MacDonald Locaon: Pakyong, Sikkim, India. Role of Genstru: Design Consultant to Moo MacDonald Aſter Construcon Aſter Construcon Inclusive Engineering©
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Page 1: PAKYONG AIRPORT SIKKIM: DESIGN OF VERY HIGH RETAINING ...

___________________________________________________________________________________________________________

Email: [email protected], website: www.genstru.com

CASE REFERENCE: 101/CS/2008-2009/Sikkim

PAKYONG AIRPORT SIKKIM: DESIGN OF VERY HIGH RETAINING STRUCTURES FOR RETAINING THE AIRPORT TERMINAL BUILDINGS

MOTTO MACDONALD

BRIEF:

Pakyong Airport, involving design for one of the world’s

highest reinforced soil structures with maximum height of

the structure being 75m on the valley side and stabilization

of cut slope on hill slide with height of cut extending upto

100m.

Duration: February, 2009 - May, 2011

Owner/Client: Motto MacDonald

Location: Pakyong, Sikkim, India.

Role of Genstru: Design Consultant to Motto MacDonald

After Construction

After Construction

Inclusive Engineering©

Page 2: PAKYONG AIRPORT SIKKIM: DESIGN OF VERY HIGH RETAINING ...

___________________________________________________________________________________________________________

MAIN DELIVERABLES:

a) To provide detailed design and good for construction

drawings for composite soil wall structures on valley

side, with overall area of over 56,000 Sqm. and height

of structure varying from 30m to 75m. This also in-

cludes arrangement of sub-surface drainage system.

b) Provide detailed design and good for construction draw-

ings for slope protection on hill side.

c) Provide method of statement for construction and moni-

toring of reinforced soil structure.

d) Checking and validating the constructed RS wall struc-

tures to see whether it is as per design.

e) Analysis of completed structures with the soil and geo-

metrical data provided by the main consultant.

Email: [email protected], website: www.genstru.in


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