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大连海洋大学学报  2002, Vol. 17 Issue (2): 135-140    DOI: 10.3969/j.issn.1000-9957.2002.02.011
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粘性填土受拉区深度行算问题的探讨
于林平
大连水产学院土木系,辽宁,大连,
Study on the calculation for the tensile crack depthof the cohesive baskfills
YU Lin-ping
Dept. of Civil Engineering, Dalian Fisheries Univ., Dalian 116023, China
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摘要 以朗肯土压力理论为依据,对不同情况下粘性填土受拉区深度的计算进行对比分析,推导出确定粘性填土受拉区深度的计算公式.所给公式概念清楚,计算方便,可供工程设计参考.
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于林平
关键词:  粘性填土  受拉区深度  朗肯土压力理论    
Abstract: Based on the Rankine's earth pressure theory, author analyses the calculation for thetensile crack depth of the clay under different conditions and the formula for calculating the ten-sile crack depth is derived. The formula presented is clear, simple and useful for engineeringdesign.
Key words:  clay    tensile crack depth    rankine's earth pressure theory
                    发布日期:  2016-12-30      期的出版日期:  2002-04-21
中图分类号:  TU521  
引用本文:    
于林平. 粘性填土受拉区深度行算问题的探讨[J]. 大连海洋大学学报, 2002, 17(2): 135-140.
YU Lin-ping. Study on the calculation for the tensile crack depthof the cohesive baskfills. Journal of Dalian Ocean University, 2002, 17(2): 135-140.
链接本文:  
https://xuebao.dlou.edu.cn/CN/10.3969/j.issn.1000-9957.2002.02.011  或          https://xuebao.dlou.edu.cn/CN/Y2002/V17/I2/135
[1] 于林平, 杨九宏. 混合土料单独命名的必要性探讨[J]. 大连海洋大学学报, 2001, 16(4): 307-312.
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