A Modificated Elastic Calculation Method Of Ground Surface Settlement Induced By Dewatering In Foundation Pit

DOI

10.2991/iccahe-16.2016.106How to use a DOI?

Keywords

Foundation pit; Elastic Calculation Method

Abstract

This paper firstly summarized layering summation method which have been widely applied in calculating settlement of ground surface induced by dewatering in foundation pit, and then analysis the problem the method exist and put forward a new formula that embankment with pore through rate, which based on original method by using mathematical analysis. At last, Take the project of dewatering in foundation pit where lies in HanJiang area, PuTian city, FuJian province as example, the author have compared the result by using the original method and the method this paper proposed and made some important conclusions.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Jian Tang
AU  - Lang Wu
AU  - Ying Huang
PY  - 2016/10
DA  - 2016/10
TI  - A Modificated Elastic Calculation Method Of Ground Surface Settlement Induced By Dewatering In Foundation Pit
BT  - Proceedings of the 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016)
PB  - Atlantis Press
SP  - 655
EP  - 658
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccahe-16.2016.106
DO  - 10.2991/iccahe-16.2016.106
ID  - Tang2016/10
ER  -