clayey

英 [ˈkleɪi]

美 [ˈkleɪi]

adj.  含黏土的; 黏土质的; 似黏土的

COCA.41622

牛津词典

adj.

• 含黏土的；黏土质的；似黏土的
  containing clay ; like clay
  1. clayey soil
     黏性土壤

英英释义

adj

• resembling or containing clay
  1. argillaceous rocks
  Synonym:argillaceous
• (used of soil) compact and fine-grained
  1. the clayey soil was heavy and easily saturated
  Synonym:cloggyheavy

双语例句

• The term "filtration capability" is a physical parameter put forward to describe the capability of the clayey soil to cut off the pollutants based on the above idea.
  “截污容量”是基于这种思想提出来的、用于表征粘性土的截污能力的物理参量，其科学和实用意义、试验测试及计算方法将在本文得到探讨。
• The results of analyses showed that vertical loads can significantly increase the horizontal bearing capacity of the piles in sandy soils and marginally decrease the capacity in clayey soils.
  分析结果表明，竖向荷载对桩基的水平承载力有显著影响，在砂土中使桩基水平承载力显著提高，在黏土中则使其稍微减小。
• Region mainly by the clayey soil and sandy clay sandy soil composition, soil type is calcareous cinnamon tide.
  域内土质主要由粘质砂土和砂质粘土构成，土壤类型为石灰性潮褐土。
• Being sensitive to bacteria and called "active layer", the clayey layer on the section plays a dominant role in nitrogen element transformation.
  经分析认为，剖面中的粘性土层是生物的活性层，在氮素转化过程中起主导作用；
• Experimental Relationships between Natural Water Content and Mass Density of Marine Clayey Soil
  海相粘性土天然含水率与质量密度的经验关系
• Effects of different fertilizer application strategies on nutrients and enzymatic activities in yellow clayey soil
  不同施肥制度对黄泥田土壤酶活性及养分的影响
• Refractory in the silicon carbide, clayey SiC has the most simple production process and the lowest price.
  在碳化硅质耐火材料中，粘土结合碳化硅是生产工艺最简单、价格最低的制品。
• An Experimental Study for the Consolidation of the Typical Clayey Soil in the North China Plain Variation of void ratio in course of consolidation of warping clay
  华北平原典型黏性土体固结特性的试验研究淤填黏土固结过程中孔隙比的变化规律
• The research results indicate that the temperature has complicated influence on the shear strength of clayey soil.
  试验结果表明：温度对粘性土的抗剪强度有比较复杂的影响。
• The results show that: ( 1) The permeability coefficient of clayey siltstone decreases in the stage of elastic deformation but increases in the stage of plastic deformation and the fractured phases.
  试验结果表明：（1）泥质粉砂岩的渗透系数在弹性阶段随轴向应变发展逐渐减小，在随后的塑性及破坏阶段逐渐增大；