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- The results show that the comprehensive fuzzy evaluation model of soil liquefaction is feasible and valuable. 通过工程实例计算验证了该模型的可行性，计算过程简单明了，有一定的实用价值。
- Three major damage mechanisms, namely fault rupture, wave propagation, and soil liquefaction, are considered. 文中考虑三种主要的损坏机制，即断层错动、震波传递、以及土壤液化。
- At the same time, the subway station structure uplifts badly during the soil liquefaction. 同时，在模型地基土发生液化后，地铁车站结构发生了明显的整体上浮现象。
- The threshold values of each parameter affected to liquefy could be determined to evaluate the soil liquefaction. 影响液化的每个参数的临界值能决定评估土壤液化。
- According to the fuzzy anti uncertainty characteristics of soil liquefaction, a comprehensive fuzzy evaluation model of soil liquefaction is presented. 摘要根据砂土液化问题具有的模糊性和不确定性，建立了一种判别砂土液化发生可能性的模糊综合评判模型。
- Potential soil liquefaction was investigated on several EPZ located at Kaohsiung area during the period of this research . 本研究旨在探讨大高雄地区各加工出口区基地土壤之液化潜能。
- Classification of engineering site sort, reassessment of saturated sandy soil liquefaction and subsoil earthquake response analysis all depend on subsoil shear wave velocity. 建筑场地类别划分、地基饱和砂土液化判别、地震反应分析等都依赖于剪切波速，由于其重要性，对它的测定技术和精确程度应重点研究。
- Seed, H.B. and Idriss, I. M.,1967,“Analysis of Soil Liquefaction: Niigata Earthquake,”Journal of the Soil Mechanics and Foundations Division,vol.93,No.SM3,pp.83-108. 黄百逸，2001，步进频率式透第雷达于钢筋检测之模拟与研究，国立云林科技大学，硕士论文。
- Soil liquefaction occurs when, because of the shaking, water-saturated granular material temporarily loses its strength and transforms from a solid to a liquid. 由于震动，水渗透颗粒的材质暂时失去了它的强度，并且由固体转变为液体，这时候就会发生土壤液化。
- In this study, we evaluate methods for soil liquefaction assessment and use sites in Luodong Town, Yilan County as case studies to explain the subjects. 本研究的目的为探讨对单一场址或一片区域土壤液化评估的方法，并以宜兰县罗东镇的案例来说明所探讨之议题。
- The maximum correct probability to judge the soil liquefaction under different step analysis is 67.79% increasing to 88.93% by step optimization of the parameter analysis. 在不同阶段分析下判断土壤液化最大正确的可能性为最佳的参数分析67.;79%25增加到88
- Seed, H. B. and Idriss I. M.（1971）“Simplified Procedure for Evaluating Soil Liquefaction Potential”Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No.SM9, pp. 1249-1273. 黄俊鸿、杨志文（2001），“以集集地震案例资料建立土壤临界液化强度曲线”，中国土木水利工程学刊，第十三卷，第二期，第339-352页。
- Seed, H.B. and Idriss, I.M.,1971,“Simplified Procedure for Evaluating Soil Liquefaction Potential”Journal of the Soil Mechanics and Foundations Division,vol.97,No.SM9,pp.1249-1273. 黄俊鸿、陈正兴，1998，“土壤液化评估规范之回顾与前瞻”，地工技术，70期，页23-44。
- saturated sandy soil liquefaction 饱和粉土液化
- evaluation of soil liquefaction potential 砂土液化势评价
- APPLICATION OF SASW IN JUDGING SILTY SOIL LIQUEFACTION SASW法在粉土液化判别中的应用
- Effect on Sandy Soil Liquefaction by Clay Particle and Clay Mineral 粘粒和粘土矿物对砂土液化影响的探讨
- Some plants push their roots deep into the soil. 一些植物的根深深长入土中。
- Such crops won't grow in limy soil. 这类作物不能在石灰质的土壤中生长。
- Ellipsoid Method for Calculating Reliability Index of Soil Liquefaction 用椭圆法计算砂土液化可靠度
