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作 者:樊友杰[1]
机构地区:[1]中铁第四勘察设计院集团有限公司,武汉430063
出 处:《土工基础》2012年第1期56-59,共4页Soil Engineering and Foundation
摘 要:以工程项目为依托,采取原状土样进行室内常规试验及CU三轴试验,得出硬壳层及下部软土的物理力学性质指标的差异性,并进行分析,为工程实践中硬壳层的利用及研究提供参考。Extensive conventional laboratory soil index tests and consolidated-undrained(CU) triaxial shear tests on undisturbed soil samples were conducted from various projects.These undisturbed soil samples were collected from the over-consolidated crust layer as well as from the underlying soft soil stratum.Both physical and mechanical properties of the crust layer and the soft stratum are compared in this paper.The comparisons lead to taking the advantage of the upper over-consolidated crust layer in practical engineering projects.
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