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Analysis and Treatment of an Engineering Accident on Certain Bank Slope
Pages: 35-38
Year: Issue:  4
Journal: Geotechnical Investigation & Surveying

Keyword:  岸边效应 桥台 侧向变形 水泥土搅拌桩 抛石挤淤;
Abstract: 滇池流域为高原湖相沉积地区,土层大部分为中高压缩性深厚软土,含水量较大,有机质含量较高,天然地基承载力、抗剪强度均较低,在此类岸边上的建(构)筑物,有时会出现不均匀沉降和岸坡失稳导致较大变形的问题。本文通过某桥台变形的治理,分析了产生这个问题的主要原因可能是由于岸边效应引起的,提出了在滇池的岸坡地区修建建(构)筑物应注意的岩土工程问题。
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