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Weak tensile characteristics of loess in China--An important reason for ground fissures

机译:中国黄土抗张性弱-地裂缝的重要原因

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By means of uniaxial tensile tests, we analyzed the tensile characteristics of undisturbed and disturbed loess samples taken from the areas where ground fissures are prevalent. The study shows that the tensile strength and ultimate tensile strain of loess are very small, no more than 25 kPa and 0.5%, respectively. Water content and dry density are the two important factors for the tensile strength of loess, and show a decreasing exponential and increasing exponential relationship with the tensile strength, respectively. From the results of tensile tests on loess and the mechanism of ground fissure development in loess areas, we may draw a conclusion that the weak tensile strength, the loose structure and the collapsibility are the important contributing factors to the development of ground fissures in China's loess areas.
机译:通过单轴拉伸试验,我们分析了从地面裂缝普遍存在的地区采集的原状和扰动黄土样品的拉伸特性。研究表明,黄土的拉伸强度和极限拉伸应变很小,分别不超过25 kPa和0.5%。含水量和干密度是黄土抗张强度的两个重要因素,分别与黄土的抗张强度呈指数递减关系。从黄土拉伸试验的结果以及黄土地区地裂缝的发育机理,我们可以得出结论,抗拉强度低,结构松散和易塌陷是中国黄土地裂缝发展的重要因素。地区。

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