岩土工程
覆盖层
地质学
覆岩压力
侧向土压力
抗剪强度(土壤)
护盾
剪切(地质)
孔隙水压力
土壤水分
土壤科学
岩石学
作者
Bengt B. Broms,Hans Bennermark
出处
期刊:Journal of the Soil Mechanics and Foundations Division
[American Society of Civil Engineers]
日期:1967-01-01
卷期号:93 (1): 71-94
被引量:237
标识
DOI:10.1061/jsfeaq.0000946
摘要
The stability of clay at vertical openings in walls and tunnels has been investigated. Laboratory experiments have shown that a cohesive soil flows through a vertical opening when the total overburden pressure exceeds about six times the undrained shear strength of the soil at the level of the opening. Field data collected from tunnels and pipes constructed in soft clays show that no difficulties have been encountered with soil flowing through openings in the tunnel lining or through the tunnel front when the net overburden pressure has been less than six times the undrained shear strength of the soil. Field data indicate, furthermore, that the force required to push a tunnel shield forward into a cohesive soil corresponds to approximately the sum of the overburden pressure and six times the undrained shear strength of the soil.
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