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Atlantis Hotel Palm Jumeirah Technical Requirements: The man made originally loose sand fill had to be compacted to prevent soil liquefaction for an earthquake of Mw = 6.0 and amax = 0.15 g. Furthermore compaction was required to reduce total and differential settlements under building loads. View of a 3D model of the finished Atlantis Hotel on the Palm Jumeirah. Quality Control Testing: Cone Penetration Tests (CPTs), supported by digital process data from Vibro rigs. Project Location: Dubai, United Arab Emirates Main Contractor: APCC Vibrofoundations JV. Client: Kerzner - Istithmar Project period Nov. 2004 – Mar. 2005 Method Applied: 470,000 m2 Vibro Compaction, up to 14 m deep, installed in a triangular grid of 4.70 m (15 ft 6 inch). The grid was chosen after an extensive trial program with CPT testing and measurement of subsidence settlements due to compaction (usually in the range of 6 5 to 9%). Betterground GmbH Hassenham 8 D-84419 Schwindegg Germany Tel: +49-8082-2713135 Tel: +49-89-76776194-0 Fax: +49-89-76776194-20 Email: [email protected] Web: www.betterground.com
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Atlantis Hotel Palm Jumeirah - betterground · Atlantis Hotel Palm Jumeirah Technical Requirements: The man made originally loose sand fill had to be compacted to prevent soil liquefaction

Sep 25, 2020

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Page 1: Atlantis Hotel Palm Jumeirah - betterground · Atlantis Hotel Palm Jumeirah Technical Requirements: The man made originally loose sand fill had to be compacted to prevent soil liquefaction

Atlantis Hotel Palm Jumeirah

Technical Requirements:

The man made originally loose sand fill had to be compacted to prevent soil liquefaction for an earthquake of Mw = 6.0 and amax = 0.15 g. Furthermore compaction was required to reduce total and differential settlements under building loads.

View of a 3D model of the finished Atlantis Hotel on the Palm Jumeirah.

Quality Control Testing:

Cone Penetration Tests (CPTs), supported by digital process data from Vibro rigs.

Project Location:

Dubai, United Arab Emirates

Main Contractor:

APCC Vibrofoundations JV.

Client:

Kerzner - Istithmar

Project period

Nov. 2004 – Mar. 2005

Method Applied:

470,000 m2 Vibro

Compaction, up to 14 m

deep, installed in a triangular

grid of 4.70 m (15 ft 6 inch).

The grid was chosen after an

extensive trial program with

CPT testing and measurement

of subsidence settlements due

to compaction (usually in the

range of 6 5 to 9%).

Betterground GmbH

Hassenham 8

D-84419 Schwindegg

Germany

Tel: +49-8082-2713135

Tel: +49-89-76776194-0

Fax: +49-89-76776194-20

Email: [email protected]

Web: www.betterground.com