Behavior of Instrumented Deep Anchored and Strutted Diaphragm Wall in Soft Rock

Deep Foundations Institute
Walid Jaber Amr Al Degwe
Organization:
Deep Foundations Institute
Pages:
10
File Size:
2346 KB
Publication Date:
Jan 1, 2017

Abstract

"INTRODUCTIONNSCC International Ltd. carried out the enabling works and constructed the foundation system for the Emirates Pearl Tower and Bab El Qasr Hotel in Abu Dhabi. Emirates Pearl Tower is a joint venture project of TDIC- Tourism Development and Investment Company and ATLAS group, a leading telecommunication company in the UAE. Bab El Qasr Hotel is a project of EMROC Emirate-Moroccan General Trading & Investment Company. The combined enabling project is executed under the combined management of JACOBS International Holdings Inc. and NASSAR Engineering Services.The project is located to the south-east of Emirates Palace and west of Etihad towers, at about 20m away from the sea shore. Since the two projects are located next to each other a combined shoring system was constructed for the entire area. This decision was based on an agreement with clients and consultants of the two projects and resulted in significant savings for both parties. The shoring system consisted mainly of diaphragm wall with ground anchors and steel struts. Cantilever secant piles were used on the eastern side of the plot, adjacent to Etihad Towers` basement.PURPOSE AND SCOPE OF WORKNSCC International Ltd. was responsible for the design, procurement and construction of strutted and anchored diaphragm walls and cantilever secant piles. The shoring layout and a summary of shoring sections are shown below."
Citation

APA: Walid Jaber Amr Al Degwe  (2017)  Behavior of Instrumented Deep Anchored and Strutted Diaphragm Wall in Soft Rock

MLA: Walid Jaber Amr Al Degwe Behavior of Instrumented Deep Anchored and Strutted Diaphragm Wall in Soft Rock. Deep Foundations Institute, 2017.

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