用动态离心模型研究少量非塑性颗粒对土壤液化的影响

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zheng Li, Sandra Escoffier, Philippe Audrain
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引用次数: 0

摘要

采用动态离心模型试验研究了非塑性颗粒对土壤液化行为的影响。根据恒主砂基质概念,将非塑性细粒C500添加到清洁hoston HN31砂中。分析了洁净砂和细粒砂的抗CPT、小应变剪切模量、抗液化、震后再固结和模型地表沉降等特性和行为。少量的非塑性细粒对CPT阻力的影响非常有限,对小应变剪切模量的影响很小。在抗液化性方面,非塑性细粒的存在对中密度砂有相当大的影响。对于中等密度的情况,5%的非塑性颗粒的存在增加了液化阻力。然而,在连续震动作用下,中密度砂混合物的抗液化能力降低。对于致密砂,非塑性细粒的存在对其抗液化能力的影响不明显。对于中密度砂和致密砂,非塑性细粒的存在显著降低了再固结系数,增加了地表沉降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the effects of a low amount of non-plastic fines on soil liquefaction by dynamic centrifuge modeling
This paper presents a new experimental campaign investigating the influence of non-plastic fines on soil liquefaction behavior by dynamic centrifuge model tests. Non-plastic fines C500 were added to clean Hostun HN31 sand based on the constant host sand matrix concept. The characteristics and behavior of both clean sand and sand with fines are analyzed, including CPT resistance, small strain shear modulus, liquefaction resistance, post-shake re-consolidation, and model surface settlement. The low quantity of non-plastic fines has very limited effects on the CPT resistance and slightly increases the small strain shear modulus. In terms of liquefaction resistance, the presence of non-plastic fines has a considerable impact on medium-dense sand. For the medium dense case, the presence of 5% non-plastic fines increases the liquefaction resistance. However, when subjected to the successive shaking, the medium dense sand mixture became less resistant to liquefaction. For the case of dense sand, the presence of non-plastic fines on the liquefaction resistance of is not pronounced. For both medium-dense and dense sands, the presence of non-plastic fines significantly reduces the re-consolidation coefficient and increases surface settlement.
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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