地铁施工诱发地表最大沉降量估算及规律分析

doi:10.13722/j.cnki.jrme.2016.0651

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Abstract

5 methods and their applicability for estimating the maximal surface settlement(S_max) induced by subway construction were summarized. Based on the large numbers of surface settlement measurements，the variation regularities of S_max，the coefficient of settlement tough width(k)，volume loss(V_l)，the gap parameter(g) were obtained. The results show that：(1) the empirical method can be widely and well used on the basis of measurements，the analytical method is only apply to the homogeneous soil and undrained conditions，there are the regional differences with semi-empirical method. (2) Besides the special soil conditions with preceding reinforcing methods，the general soil conditions，H/D and construction technologies are the major influence factors on the S_max.S_max is inversely correlated with H/D，the average value of S_max is between －11.5 mm and －31.3 mm with shield tunneling method，however，the average value of S_maxis from －13.0 mm to －41.6 mm for the shallow tunneling method，it indicates that the former method is superior to the latter. (3) The relation between S_maxand g can be expressed as S_max= (－0.28 to－0.71)g，and S_max/g versus H/D can be described with modified Atkinson formula(= 0.15–0.28)and Clough formula(=－0.55–－1.11). Through the systematic summarization，the estimation methods and their applicability of S_max can be completely understood and provide a scientific reference for the similar subway projects.

Key words： soil mechanics subway construction maximal surface settlement Peck method settlement trough width ground volume loss gap parameter

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	ZHU Caihui
	LI Ning

Cite this article:

ZHU Caihui,LI Ning. Estimation and regularity analysis of maximal surface settlement induced by subway construction[J]. , 2017, 36(S1): 3543-3560.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2016.0651 OR https://rockmech.whrsm.ac.cn/EN/Y2017/V36/IS1/3543

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