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The relationship among the pre-compaction stress, volumetric water content and initial dry bulk density of soil

机译:预压实应力,体积含水量与土壤初始干容重之间的关系

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Pre-compaction can occur as a result of a combination of soil settlement and the effect of fieldmachinery operations and, therefore, provides some insight into the loading history of a soil. Bylimiting stress to below that which determined the pre-compaction, the risk of further damage to thesoil through additional compaction can be minimised. Pre-compaction stress can be determinedaccurately using plate sinkage test results; however, these tests are time-consuming and requirespecialist equipment. An indication of pre-compaction stress, predicted from readily determined soilproperties, could provide a useful measure of the mechanical state of soils for use by advisory andextension staff in the planning and management of agricultural mechanisation systems. Therelationship among pre-compaction stress, volumetric water content and initial dry bulk density wasinvestigated in trials conducted initially under laboratory conditions on a sandy loam, and in the fieldon a sandy loam and a clay soil. Pre-compaction stress for sandy loam soil was found to increase with increasing dry bulkdensity and decreasing volumetric water content which is characteristic of the dominance offrictional resistance within this soil. For clay soil, however, increases in pre-compaction stress werefound to be largely independent of dry bulk density but closely correlated with decreases involumetric water content which influences the cohesive nature of this soil type. Relationships amongthese parameters were statistically significant for clay soil in the field and sandy loam soil undercontrolled conditions in a soil bin. Similar relationships, for a range of different soils and conditionscould complement existing soil survey databases to provide indications of the susceptibility of aparticular soil series, in a given condition, to further compaction. These data provide a usefulmanagement tool to aid selection of the number, size and specification of equipment required tocomplete necessary land work in the time available.
机译:由于土壤沉降和现场机械操作的共同作用,可能会发生预压实,因此可以对土壤的加载历史有所了解。通过将应力限制在确定预压实的应力以下,可以将通过额外压实而进一步破坏土壤的风险降到最低。预紧实应力可以使用板沉测试结果准确确定;但是,这些测试很耗时,并且需要专用的设备。根据容易确定的土壤性质预测的预压应力指示可为土壤的机械状态提供有用的量度,以供咨询和推广人员在农业机械化系统的规划和管理中使用。在实验室条件下最初在沙壤土上以及在沙壤土和粘土上的田间试验中,研究了预压应力,体积水含量和初始干体积密度之间的关系。发现砂壤土的预压实应力随着干容重的增加和体积水含量的降低而增加,这是该土壤内优势抗性的特征。然而,对于黏土,预压实应力的增加在很大程度上与干体积密度无关,但与总体积含水量的减少密切相关,这影响了这种土壤的黏性。这些参数之间的关系对于田间粘土和在土壤箱中受控条件下的沙壤土具有统计学意义。对于一系列不同的土壤和条件,类似的关系可以补充现有的土壤调查数据库,以提供特定条件下特定土壤系列对进一步压实的敏感性的指示。这些数据提供了有用的管理工具,可帮助选择在可用时间内完成必要的土地工作所需设备的数量,尺寸和规格。

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