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71.
M. Uma Shankar 《Geomechanics and Geoengineering》2016,11(2):114-118
This paper presents leachate studies on fly ash-stabilised expansive clay liners. Fly ash in different contents (0%, 10%, 20% and 30%) by dry weight of the expansive clay was added to the clay, and the ash-clay blend was compacted as a liner overlying a compacted lateritic clay layer. Deionised water (DIW) and calcium chloride (CaCl2) solutions of varying concentration (5 mM, 10 mM, 20 mM, 50 mM, 100 mM and 500 mM) were used as the permeating fluids in the leachate studies. Chemical analysis of the leachate was performed. For a given CaCl2 concentration, the concentrations of both calcium ion and chloride ion in the leachate decreased up to a fly ash content of 20%, and thereafter they increased when the fly ash content was increased to 30%. Further, for a given fly ash content, concentrations of calcium ion and chloride ion increased with increasing CaCl2 concentration. 相似文献
72.
Yun Wook Choo Ji-hoon Seo Young-Nam Kim Jeong-min Goo Young-ho Kim 《Marine Georesources & Geotechnology》2016,34(8):729-740
This study aims to investigate a hybrid gravity base foundation to support offshore wind tower. A new hybrid gravity base foundation considered in this study has five component piles, referred to as ‘piled gravity base foundation’. The three-dimensional finite element analyses were carried out for the piled gravity base foundation subjected to a combined load with a lateral load and overturning moment. The parametric analyses were undertaken varying the loading height and direction, the rigidity of the piled gravity base foundation, the field soil layers, and the clay strength. Overall, the response of the piled gravity base foundation was significantly influenced by the interaction between the cone base piles and the surrounding soil. The increased strength of the soil led to a significant reduction of the pile and gravity base foundation responses, in terms of the bending moments, axial forces, lateral displacements, and rotations. 相似文献
73.
Laboratory Study for Influence of Clay Content (CC) on Wave-Induced Liquefaction in Marine Sediments
B. Liu 《Marine Georesources & Geotechnology》2016,34(3):280-292
In this artice, the influence of clay content on the wave-induced liquefaction in marine sediments was reported. The one-dimensional (1-D) equipment was setup with a vertical cylinder and 1.8–m–thick clayey sandy deposit and 0.2–m–thick water above the deposit. Unlike the previous experimental study for a single soil layer, this study used sand-kaolin mixtures, sand-illite mixtures, and sand-bentonite mixtures as the experimental samples. A series of experiments with 3,000 wave cycles in each test were conducted under numerous wave and soil conditions, which allowed us to examine the influence of clay content (CC) on wave-induced liquefaction in marine sediments. The experimental results showed that the clayey sandy deposit will become prone to liquefaction with the increase of CC when CC is less than a critical value, which depends on the type of clay. However, when CC is greater than the critical value, liquefaction depth will decrease as CC increases. Furthermore, when the CC value reaches a certain level, liquefaction will not occur. For example, no liquefaction occurs when CC ≥ 33% for both kaolin-sand and illite-sand mixtures and CC ≥ 16.36% for bentonite-sand mixtures. 相似文献
74.
Jun Chen Zhen-Yu Yin Ye-Shuang Xu Suksun Horpibulsuk 《Marine Georesources & Geotechnology》2016,34(5):420-430
This article presents a case history of determination of effective depth of prefabricated vertical drains (PVDs) under embankment loading on a very soft clay deposit in central China, near Jiujiang, Jiangxi Province. The height of the embankment was 5.3 m and construction time was about one year. The PVDs were installed to a depth of 8.5 m at a spacing of 1.5 m in a triangular pattern. Field observations and the finite element method (FEM) were employed to analyze the performance of the soft deposit during embankment construction. The influential depth of the embankment loading was evaluated based on settlement, excess pore pressure, and stress increase in subsoil, both from the observed data and FEM analysis. The effective PVD depth was determined in the following ways: (1) the depth of 5% subsoil settlement of surface settlement; (2) vertical stress increase in subsoil of 25% in-situ stress; and (3) consolidation time/PVD depth relation by FEM. Based on the analysis, the effective depth of PVDs was determined to be between 10 and 12.8 m for this field case. 相似文献
75.
Understanding the undrained strength of fine-grained soils has been of interest to geotechnical researchers from many practical considerations. In several civil engineering applications, water content of soil is quite high being near or above the liquid limit of soils, and understanding the factors responsible for imparting the strength of soil at high water contents is of great significance. Recently, it has been reported in the literature that the shear strength of soils at these limiting water contents has significant variation. However, the reasons and the factors that probably influence for this variation have not been reported in the literature. This experimental investigation is an attempt in the direction of understanding the reasons for the variation in the undrained strength at higher limiting water content, namely liquid limit considering the various influencing factors like clay mineralogy and fine-sand content present in soil used for determining liquid limit. The results from this study are quite revealing and have been explained based on the mechanisms controlling the undrained strength at liquid limit. 相似文献
76.
为研究导热系数与影响因素之间的相关关系,建立导热系数的推算公式,以长春地区粉质黏土为研究对象,对原状土样的导热系数与其物理参数之间的相关性进行回归分析。制作9个重塑土样,测其相关的参数值,以验证回归方程的适用性。结果表明,回归分析建立导热系数与2个物理参数之间的关系式不成立;考虑天然密度、含水率和孔隙度为自变量,其分别对应的相关性系数T检验显著值(Sig)都0. 05,复决定系数为0. 886,建立的回归方程成立,自变量能准确解释因变量的变化,且含水率与导热系数呈负相关,天然密度和孔隙度呈正相关。重塑土样相关参数代入回归方程得到的导热系数值与实验实测值之间相对误差低于4%,验证了该回归方程的普遍性和适用性。 相似文献
77.
郑家-王庄地区沙一段粘土矿物特征及对储层敏感性影响 总被引:5,自引:0,他引:5
东营凹陷郑家—王庄地区沙一段砂岩储集层中蕴藏大量稠油油藏,但开发过程中粘土矿物的敏感性严重制约了该油类藏的有效开发。定向X射线衍射分析结果表明,本区沙一段砂岩储层中粘土矿物组成类型为伊/蒙无序间层矿物(S/I)、高岭石、伊利石和绿泥石,其中以伊/蒙无序间层矿物的相对含量居多。这就决定了研究区储层敏感性以水敏性为主,其余敏感性无或较弱。据定向X射线衍射谱图上S/I主峰d值大小,进一步识别出钙型S/I、钠型S/I及钙钠过渡型S/I。扫描电镜观察表明,S/I具有丝状、网状和蜂窝状三种形态,且大都包裹在岩石骨架颗粒的表面作为孔隙衬里而存在。阳离子交换容量和膨胀率研究结果显示,二者与样品中S/I含量和层间阳离子类型相关。膨胀率和阳离子交换量与S/I含量都呈较好的正相关关系。在S/I中蒙皂石层含量相当的情况下,钠型S/I的膨胀率和阳离子交换量值偏大,钙型偏小,钙钠过渡型居中。此外,粘土总量以及S/I产状对储层损害也有较大的影响。 相似文献
78.
鄂尔多斯盆地杭锦旗地区上古生界砂岩中储层粘土矿物特征分析 总被引:5,自引:0,他引:5
鄂尔多斯盆地杭锦旗地区上古生界砂岩储层中普遍发育粘土矿物,根据岩心薄片观察,自然γ能谱测井交会图识别出的粘土矿物类型有高岭石、伊利石、蒙脱石、绿泥石。薄片分析按粘土矿物形成方式划出沉积粘土和成岩粘土(蚀变、转变及化学成因粘土),以及按其产出状态尚划出构造(骨架)粘土和结构(填隙)粘土,并定量分析出构造粘土和结构粘土含量在多数层段分别为20%以上与10%~18%。依据自然γ能谱测井分析采用多元线性逐步回归分析法,查明各粘土矿物含量同T h,U,K质量分数之间的相关系数都大于0.85,建立了粘土矿物定量计算模型X=a-b×T h c×U d×T h/K还对储层中粘土矿物进行预测及粘土矿物的纵向分布特征分析。 相似文献
79.
老黏土地基承载力的确定 总被引:1,自引:0,他引:1
对比分析了各种确定地基承载力的方法,阐述了理论公式计算确定老黏土地基承载力的重要性.结合武昌地区的工程实例,用各种方法计算确定了老黏土的地基承载力值.研究表明,原位测试方法得到的承载力值偏低,而理论公式计算较合理.为了提高老黏土地基承载力的可信度和精度,在岩土工程勘察中除采用原位测试方法外,有必要结合理论公式计算来获取老黏土地基承载力值. 相似文献
80.
云南大理洱海周缘分布着厚层的早全新世软粘土, 大量原状样品的工程性质测试结果表明, 洱海东缘早全新世软粘土具有高含水量、孔隙比高、压缩性强、强度低、高塑性等工程特性, 其中表层软土超固结现象明显。通过对软土的物理力学指标统计分析表明, 洱海东缘软粘土的力学指标的变异系数较大, 而物理性质指标变异系数很小; 多个物理指标之间及物理指标与力学指标之间存在明显的相关性。对洱海东缘软粘土各类工程特性指标之间相互关系的认识, 不仅有助于揭示软粘土的工程性质及其形成机理, 而且可以指导软粘土工程问题处理措施的合理选择。 相似文献