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粘土铺盖的沉降裂缝计算方法
引用本文:毛昶熙,段祥宝,朱珺峰,冯玉宝.粘土铺盖的沉降裂缝计算方法[J].岩土力学,2004,25(1):50-54.
作者姓名:毛昶熙  段祥宝  朱珺峰  冯玉宝
作者单位: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
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。

关 键 词:渗流诱发固结  粘土铺盖  沉降  裂缝
文章编号:1000-7598-(2004)01-0050-05
收稿时间:2002-12-27
修稿时间:2002年12月27

Calculation method for settlement and cracks of clay blanket
MAO Chang-xi,DUAN Xiang-bao,ZHU Jun-feng,FENG Yu-bao.Calculation method for settlement and cracks of clay blanket[J].Rock and Soil Mechanics,2004,25(1):50-54.
Authors:MAO Chang-xi  DUAN Xiang-bao  ZHU Jun-feng  FENG Yu-bao
Institution:1. Nanjing Hydraulic Research Institute, Nanjing 210029, China; 2. Design Institute of Northern Henan Province, Anyang 455000, China
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.
Keywords:seepage induced consolidation  clay blanket  settlement  cracks  
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