Study of Soft Soil Deep Excavation Case by the River

Wang Ningwei; Han Xu; Zhu Feng

doi:10.3969/j.issn.1007-2993.2014.03.009

Volume 28 Issue 3

Jul. 2021

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Wang Ningwei, Han Xu, Zhu Feng. Study of Soft Soil Deep Excavation Case by the River[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 148-151. doi: 10.3969/j.issn.1007-2993.2014.03.009

Citation:

Wang Ningwei, Han Xu, Zhu Feng. Study of Soft Soil Deep Excavation Case by the River[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 148-151. doi: 10.3969/j.issn.1007-2993.2014.03.009

Wang Ningwei, Han Xu, Zhu Feng. Study of Soft Soil Deep Excavation Case by the River[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 148-151. doi: 10.3969/j.issn.1007-2993.2014.03.009

Citation:

Wang Ningwei, Han Xu, Zhu Feng. Study of Soft Soil Deep Excavation Case by the River[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2014, 28(3): 148-151. doi: 10.3969/j.issn.1007-2993.2014.03.009

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Study of Soft Soil Deep Excavation Case by the River

doi: 10.3969/j.issn.1007-2993.2014.03.009

School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China

Received Date: 2013-11-11
Available Online: 2021-07-19

Abstract

Abstract

To the Dandong deep foundation pit engineering background, difficulties in the area of soft soil foundation pit are analyzed. This paper introduces the causes of secant pile using the Dandong Aqua City support engineering,and explain the advantages, bored pile construction process, and the displacement monitoring data of field analysis secant pile supporting effect.
- riverfront,
- soft soil,
- deep foundation pit,
- cast-in-place pile,
- monitoring data