| 深厚粘性土地层上重力式挡土墙基础埋深问题探讨 |
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| 引用本文： | 杨煜. 深厚粘性土地层上重力式挡土墙基础埋深问题探讨[J]. 电力勘测, 2012, 0(4): 12-14 |
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| 作者姓名： | 杨煜 |
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| 作者单位： | 四川电力设计咨询有限责任公司,四川成都610000 |
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| 摘 要： | 对于深厚粘性土边坡,在其总体稳定性较好的情况下,如设计的支挡结构物型式为重力式挡土墙,其基础埋置深度常常偏浅。本文通过工程实例讨论在这种条件下的挡土墙基础埋置深度的合理确定方法。
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| 关 键 词： | 粘性土 挡土墙 基础埋置深度 |
Discussion on Depth of Foundation of Gravity Retaining Wall on Deep Cohesive Soil Strata |
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| YANG Yu. Discussion on Depth of Foundation of Gravity Retaining Wall on Deep Cohesive Soil Strata[J]. Electric Power Survey, 2012, 0(4): 12-14 |
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| Authors: | YANG Yu |
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| Affiliation: | YANG Yu (Sichuan Electric Power Design Consulting Limited Liability Company, Chengdu 610000, China) |
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| Abstract: | For deep cohesive soil slope, in its good overall stability, such as the retaining structures type which is be u sed is gravity retaining wall, the depth of foundation is often shallow. Under these conditions, this paper discuss the re asonably determine method of the depth of foundation of the retaining wall through projects. |
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| Keywords: | cohesive soil retaining wall depth of foundation. |
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