A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI

Bao Yan; Ye Weidong; Zhang Baoliang; Zhao Xihong

doi:10.13204/j.gyjz200412028

Volume 34 Issue 12

Dec. 2014

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Bao Yan, Ye Weidong, Zhang Baoliang, Zhao Xihong. A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 91-95. doi: 10.13204/j.gyjz200412028

Citation:

Bao Yan, Ye Weidong, Zhang Baoliang, Zhao Xihong. A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 91-95. doi: 10.13204/j.gyjz200412028

Bao Yan, Ye Weidong, Zhang Baoliang, Zhao Xihong. A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 91-95. doi: 10.13204/j.gyjz200412028

Citation:

Bao Yan, Ye Weidong, Zhang Baoliang, Zhao Xihong. A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 91-95. doi: 10.13204/j.gyjz200412028

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A STUDY ON UNDERGROUND ENGINEERING AT HENGLONG PLAZA IN SHANGHAI

doi: 10.13204/j.gyjz200412028

1.
1. Shanghai Construction Group Shanghai 200002;
2.
2. Shanghai COSCO Shanghai 200011;
3.
3. Tongji University Shanghai 200092

Received Date: 2004-12-11
Publish Date: 2004-12-20

Abstract

Abstract

Hengliong Plaza is 66 storeys made of pure reinforced concrete, 288m high, the tallest building in the world.This paper attempts to summarize the experience re lated to the design and construction,and the theory of superstructure-foundatio n interaction is used to analyze the settlement,the load distribution on pile gr oup and the stress in bottom slab of box foundation.The calculated values of set tlement is in reasonable agreement with the measured ones.
- tall building,
- super-long pile,
- piled box foun dation,
- deep excavation,
- interaction