Development of software SASMD for determination of
tunneling-induced ground surface movements

LIU Qing-tan; YAN Jun-seng; LIU Bao-cen; ZHU Zhi-heng

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Development of software SASMD for determination of tunneling-induced ground surface movements

更新时间：2026-06-25

- Development of software SASMD for determination of tunneling-induced ground surface movements
- Vol. 26, Issue S2, (2005)
- 作者机构：
  
  中南大学土木建筑学院,长沙,410075
- 作者简介：
- 基金信息：
- DOI：
  CLC： 0321
- Online First：16 December 2005，
  
  Published：2005
- 稿件说明：
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LIU Qing-tan, YAN Jun-seng, LIU Bao-cen, et al. Development of software SASMD for determination of tunneling-induced ground surface movements[J]. 2005, 26(S2).
DOI：

LIU Qing-tan, YAN Jun-seng, LIU Bao-cen, et al. Development of software SASMD for determination of tunneling-induced ground surface movements[J]. 2005, 26(S2). DOI：

摘要

从随机介质理论出发，简述了隧道开挖引起地表位移与变形计算所采用的理论与方法，介绍了基于随机介质理论而研制的隧道开挖引起地表位移与变形计算软件SASMD的设计思想、整体结构和主要特点，列举了若干个用SASMD软件所计算的工程实例。通过与实测值的比较，证明了基于随机介质理论而研制的SASMD软件具有精确度高、结果可靠、使用方便的特点，适于科技人员在分析隧道开挖引起地表位移与变形时使用。

Abstract

The formulated ground surface movement equations due to tunneling based on stochastic medium theory are introduced; and a corresponding computer code named SASMD is developed. The design idea

overall structure and the characteristics of SASMD are described; and some engineering examples are analyzed using the developed code. The comparison between the calculated results and observations shows that the software SASMD has the characteristics of good reliability

high precision and convenience in usage; and it can be applied effectively to the prediction of tunneling-induced ground surface movements and deformations.

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