STABILIZATION OF GROUND AT EISENHOWER TUNNEL ACCESS.

被引：0
|
作者：
Medearis, Kenneth
Stemple, Omar D.
Gay, Jack E.
机构：
来源：
Civil Engineering (New York) | 1973年 / 43卷 / 07期
关键词：
SOIL MECHANICS - TUNNELS - Construction;
D O I：
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中图分类号：
学科分类号：
摘要：
After a number of solution methods proved to be unsuccessful, digital computer techniques were utilized to solve the problem. The final recommendation included restoring the slide area to its original slope, suggesting that time and money can be saved by making appropriate stability analyses prior to construction.
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页码：82 / 84
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