Calculation method for settlement and cracks of clay blanket

MAO Chang-xi; DUAN Xiang-bao; ZHU Jun-feng; FENG Yu-bao

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Calculation method for settlement and cracks of clay blanket

更新时间：2026-06-25

- Calculation method for settlement and cracks of clay blanket
- Vol. 25, Issue 1, (2004)
- 作者机构：
  
  1. 南京水利科学研究院水工所,江苏,南京,210029
  2. 豫北水利勘测设计院,河南,安阳,45500
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV223.4+1
- Online First：15 July 2014，
  
  Published：2004
- 稿件说明：
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MAO Chang-xi, DUAN Xiang-bao, ZHU Jun-feng, et al. Calculation method for settlement and cracks of clay blanket[J]. 2004, 25(1).
DOI：

MAO Chang-xi, DUAN Xiang-bao, ZHU Jun-feng, et al. Calculation method for settlement and cracks of clay blanket[J]. 2004, 25(1). DOI：

摘要

水库蓄水后，粘土铺盖及下卧软粘土层将发生沉降，甚至裂缝。作者结合非稳定渗流计算，对软土层提出排水固结沉降过程的计算方法，并估算了是否发生裂缝的可能性。还对加快和减缓沉降的措施进行了讨论。

Abstract

Clay blanket and the underlying soft layer will be settling

even cracking

after storage of reservoir. A calculation method for settlement of soft earth layer in course of drainage consolidation is proposed; and the possibility of cracking is estimated. Finally

the measures to accelerate and decelerate the settlement of clay blanket are discussed.

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