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Influence of shield tunneling on adj...

Ding, Zhi.

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Influence of shield tunneling on adjacent structures and control technology

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Influence of shield tunneling on adjacent structures and control technology/ by Zhi Ding, Xinjiang Wei, Yong Wu.
作者:	Ding, Zhi.
其他作者:	Wei, Xinjiang.
出版者:	Singapore :Springer Nature Singapore : : 2023.,
面頁冊數:	xv, 247 p. :ill., digital ;24 cm.
內容註:	Introduction -- Measurement and Analysis of Ground Settlement of Shield Tunneling Adjacent to Different Foundation Buildings -- Calculation of Soil Deformation Caused by Shield Tunneling -- Studies the Influence of Longitudinal Tunneling of Shield on Adjacent Shallow Foundation Buildings -- Research on the Influence of Shield Longitudinal Excavation Adjacent to Short Pile Foundation Buildings -- Research on the Influence of Double-line Shield tunneling Adjacent to Buildings and Control Standards -- Prediction of Lateral Ground Settlement Caused by Shield Tunneling Adjacent to Buildings -- Construction Control Technology of Shield Tunneling Adjacent to Structures.
Contained By:	Springer Nature eBook
標題:	Tunneling - Risk assessment. -
電子資源:	https://doi.org/10.1007/978-981-19-1134-7
ISBN:	9789811911347

Influence of shield tunneling on adjacent structures and control technology
Ding, Zhi.

Influence of shield tunneling on adjacent structures and control technology[electronic resource] /by Zhi Ding, Xinjiang Wei, Yong Wu. - Singapore :Springer Nature Singapore :2023. - xv, 247 p. :ill., digital ;24 cm.

Introduction -- Measurement and Analysis of Ground Settlement of Shield Tunneling Adjacent to Different Foundation Buildings -- Calculation of Soil Deformation Caused by Shield Tunneling -- Studies the Influence of Longitudinal Tunneling of Shield on Adjacent Shallow Foundation Buildings -- Research on the Influence of Shield Longitudinal Excavation Adjacent to Short Pile Foundation Buildings -- Research on the Influence of Double-line Shield tunneling Adjacent to Buildings and Control Standards -- Prediction of Lateral Ground Settlement Caused by Shield Tunneling Adjacent to Buildings -- Construction Control Technology of Shield Tunneling Adjacent to Structures.

This book introduces the synergy theory model to analyze the calculation results of the soil deformation and the lateral displacement law caused by the longitudinal shield tunneling based on in-depth scientific research and engineering practice on deformation of structures caused by shield tunneling. The influence of shield tunneling on different adjacent foundation buildings was studied, and the deformation law and internal force distribution law of the structures were obtained. It aims to help practitioners in understanding the mechanism, predictive analysis method, and corresponding control technology of the influence of surrounding structures' deformation caused by shield tunneling.

ISBN: 9789811911347

Standard No.: 10.1007/978-981-19-1134-7doiSubjects--Topical Terms:

3605877
Tunneling
--Risk assessment.

LC Class. No.: TA815

Dewey Class. No.: 624.193

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505 0 $a Introduction -- Measurement and Analysis of Ground Settlement of Shield Tunneling Adjacent to Different Foundation Buildings -- Calculation of Soil Deformation Caused by Shield Tunneling -- Studies the Influence of Longitudinal Tunneling of Shield on Adjacent Shallow Foundation Buildings -- Research on the Influence of Shield Longitudinal Excavation Adjacent to Short Pile Foundation Buildings -- Research on the Influence of Double-line Shield tunneling Adjacent to Buildings and Control Standards -- Prediction of Lateral Ground Settlement Caused by Shield Tunneling Adjacent to Buildings -- Construction Control Technology of Shield Tunneling Adjacent to Structures.
520 $a This book introduces the synergy theory model to analyze the calculation results of the soil deformation and the lateral displacement law caused by the longitudinal shield tunneling based on in-depth scientific research and engineering practice on deformation of structures caused by shield tunneling. The influence of shield tunneling on different adjacent foundation buildings was studied, and the deformation law and internal force distribution law of the structures were obtained. It aims to help practitioners in understanding the mechanism, predictive analysis method, and corresponding control technology of the influence of surrounding structures' deformation caused by shield tunneling.
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