ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS

Li Su-chun; Yuan Yun-tao

doi:10.13204/j.gyjz201210020

Volume 42 Issue 10

Dec. 2014

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Li Su-chun, Yuan Yun-tao. ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020

Citation:

Li Su-chun, Yuan Yun-tao. ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020

Li Su-chun, Yuan Yun-tao. ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020

Citation:

Li Su-chun, Yuan Yun-tao. ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 89-94. doi: 10.13204/j.gyjz201210020

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ANALYSIS OF EXCAVATION RETAINING DESIGN AND MONITORING FOR TWO ADJACENT FOUNDATIONS

doi: 10.13204/j.gyjz201210020

1.
Jiangsu Province Textile Industry Design and Research Co.Ltd,Suzhou 215128,China

Received Date: 2012-03-05
Publish Date: 2012-10-20

Abstract

Abstract

The nearest net distance between the Trust Edifice and Tianxiang Building is 0. 38 meters in complex environment,the excavation was deep and there were different excavation conditions.The bored cast-in-place pile with prestressed interior support were used according to the geological conditions and engineering period.The theoretical calculation of foundation design was carried out with Lizheng and FRWS software on the different profile and condition.The results proved that the excavation was safe.Through the whole construction and monitoring result, it was shown that the design was reasonable．
- excavation design,
- condition design,
- bracing system,
- monitoring