English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Plus monthly

Global: Zendy Tools annual

Global: Zendy Tools monthly

Global: Zendy Free Plan

KEYWORD: 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.

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