UC知道哪位热心人能帮我翻译一下这段石油类专业英语资料 急用！！！ 我实在是搞不定了 谢谢先~~
来源：百度知道 编辑：UC知道 时间：2024/09/23 04:29:56
3.2.3 Soil and Geology Studies
Soil deposits can be divided into six geologic groups: aeolian, alluvial, colluvial, glacial, marine, and residual. The Unified Soil Classification System classifies all soils as coarse, fine- grained, or predominantly organic. Physical properties of relevance include water content, degree
of saturation, porosity (the volume of space between soil particles), and void ratio (volume of pore space to the total volume of soil). Index parameters for soils include the liquid limit, the plastic limit, the shrinkage limit, shear strength (the amount of force required to separate soil particles), deformability (changes of shape in response to external forces), and the relative density. Measuring and understanding these and other physical parameters of soil will allow
design engineers to anticipate how the soil will behave under certain conditions, especially how it will react to external stresses. Arctic conditions present additional, uniqu
Soil deposits can be divided into six geologic groups: aeolian, alluvial, colluvial, glacial, marine, and residual. The Unified Soil Classification System classifies all soils as coarse, fine- grained, or predominantly organic. Physical properties of relevance include water content, degree
of saturation, porosity (the volume of space between soil particles), and void ratio (volume of pore space to the total volume of soil). Index parameters for soils include the liquid limit, the plastic limit, the shrinkage limit, shear strength (the amount of force required to separate soil particles), deformability (changes of shape in response to external forces), and the relative density. Measuring and understanding these and other physical parameters of soil will allow
design engineers to anticipate how the soil will behave under certain conditions, especially how it will react to external stresses. Arctic conditions present additional, uniqu
3.2.3土壤和地质研究
Soil储蓄可以被划分成六个地质小组： 风神，冲积，塌积，冰河，海洋和残余。 统一的土壤分类系统分类所有土壤如粗糙，细颗粒或者主要地有机。 相关性有形资产包括水含量，程度
of饱和、多孔性(空间的容量在土壤微粒之间的)和孔隙比(孔隙的容量对土壤的总容量的)。 土壤的索引参数包括液态极限、塑性极限、收缩极限、切变强度(要求的力量分离土壤微粒)，可塑性(形状的变动以回应外力的)和相对密度。 测量和了解这些和土壤的其他物理参量将准许 期望土壤怎么的design工程师将表现在一定条件下，它特别是怎么将起反应对外在重音。 北极情况当前另外，独特挑战。 例如，永冻土(在依然是土壤最高的层孔隙的自由水出现整年结冰)明显改变土壤字符和行为，并且必须用专业建筑和操作技术容纳。 特别事情是在被运输的商品的潜热的潜力被传送到永冻土，因而动摇管道设施。 在易变的永冻土(即，也许偶尔地熔化和重新冷冻)的永冻土区域，管道在地面之上经常被安装，与支持成员的特用型式一起防止热传递到土壤。 岩石共同地描绘为它的类型、核心的程度改变(风化)和连续性从矿样的。 岩石质量索引包括破裂频率和岩石质量指定。 其他考虑是洪泛区、活跃地震区域和飓风和龙卷风风险。