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衡水沉降区不同深度黏土固结特性研究 被引量:3
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作者 田利川 《南水北调与水利科技》 CAS CSCD 2010年第2期31-34,共4页
对衡水沉降漏斗中心地层分层取样,进行不同压力等级下的高压固结试验,研究各压力等级下土的压缩固结特性,在试验基础上系统总结了衡水沉降区整个第四系不同埋深黏性土固结特点和规律,分析了黏性土固结特性与地面沉降之间的内在关系。
关键词 衡水沉降区 黏性土固结特性 地面沉降
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单轴压缩条件下泥岩加载速率变化效应研究 被引量:13
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作者 李福林 杨健 +2 位作者 刘卫群 范振华 杨玉贵 《岩土力学》 EI CAS CSCD 北大核心 2021年第2期369-378,共10页
通过对泥岩在4种不同加载速率(0.005、0.05、0.5、3mm/min)下进行的系列性单轴压缩试验和分级蠕变试验,研究了加载速率及其变化对泥岩的变形强度特性和蠕变变形的影响规律。结果表明,泥岩具有明显的加载速率变化效应且表现为等速黏性特... 通过对泥岩在4种不同加载速率(0.005、0.05、0.5、3mm/min)下进行的系列性单轴压缩试验和分级蠕变试验,研究了加载速率及其变化对泥岩的变形强度特性和蠕变变形的影响规律。结果表明,泥岩具有明显的加载速率变化效应且表现为等速黏性特性,即:以定速率加载时,不同速率对应不同的应力-应变关系;在变速率加载时,随着加载速率的变化,泥岩的应力-应变关系也随之改变。此外,泥岩蠕变前的加载速率对蠕变变形量和蠕变速率也有显著影响。随着泥岩蠕变前加载速率的增大,蠕变变形量和蠕变速率呈现出逐渐增大的趋势。泥岩的蠕变速率随着时间的推移表现出逐渐衰减的规律,其衰减过程可分为线性衰减、对数衰减和稳定3个阶段。基于三元件模型框架和加载速率变化效应,建立了泥岩的弹黏塑性本构模型,并将其用于泥岩室内试验的数值计算。对比模型计算结果与试验结果发现,弹黏塑性本构模型可以较好地描述单轴压缩条件下泥岩的加载速率变化效应。 展开更多
关键词 泥岩 加载速率 蠕变 分级加载 黏性特性
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Enhancing performance of soil using lime and precluding landslide in Benin(West Africa)
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作者 Quirin Engelbert Ayeditan ALAYE LING Xian-zhang +3 位作者 Yvette Sèdjro KIKI TANKPINOU Marx Ferdinand AHLINHAN LUO Jun Michel Hadilou ALAYE 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第11期3066-3086,共21页
The past decade has been characterized by the development of infrastructure in the main cities in West Africa.This requires more comprehensive studies of geotechnical properties of the soil in the region with an aim o... The past decade has been characterized by the development of infrastructure in the main cities in West Africa.This requires more comprehensive studies of geotechnical properties of the soil in the region with an aim of creating sustainable development.This paper examined the performance of the soil in Benin(West Africa).In this research,three objectives have been adopted in-depth on the performance characteristics of West Africans soil and aim to(i)accessing characteristics of soil types in the region;(ii)assessing the performance of these soils with 2%,3%and 5%of lime and(iii)characterizing landslide to evaluate the damage and potential instability.The methods used to examine these objectives are experimental tests according to standard French test.The particle size test,Proctor test,and Atterberg limits test which are physical tests and the mechanical tests such as dynamic penetration test,direct shear test,and oedometer test,were used to assess the first objective.The Proctor test and California bearing ratio test were examined for the second objective and geological,environmental,social and safety study of the river bank slide were evaluated for the third objective.This paper firstly reveals the unstable and stable areas in southern Benin(West Africa)with the presence of clays soil and gives an equation for predicting the unstable and stable area,and secondly shows that the proportion of percentage lime leading to the best performances varying between 2%and 3%.Finally,this paper shows that the sliding of a bank could be the consequence of the sudden receding water recorded in a valley. 展开更多
关键词 soil characterization soil performance clay soil LIME LANDSLIDE
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