1)frozen soil wall冻土墙
1.Finite element numerical simulation on creep of excavation of deep foundation pit conserved by frozen soil wall;冻土墙围护深基坑开挖的蠕变有限元数值模拟
2.Finite element analysis for the coupled problem of temperature and stress fields in excavation of deep foundation pit conserved by frozen soil wall;冻土墙冻结温度场和应力场耦合的有限元分析
3.Finite element numerical imitation of deep foundation pit excavating supported by frozen soil wall;冻土墙围护深基坑开挖的有限元数值模拟
英文短句/例句
1.Thermal analysis of artificially frozen wall in seasonal frozen area季节冻土地区人工冻土墙的冻结特性研究
2.Experimental Study of the Temperature Field in a Frozen Wall Influenced by a Seasonal Frozen Soil Layer季节冻土层影响下冻土墙温度场模型试验研究
3.Re-distribution of temperature field of artificial ice wall affected by heat of concrete hydration混凝土水化热对人工冻土墙温度场分布的影响
4.Application Studying of Rheology Theories about Plane Freezing Wall s Design;平面冻土墙设计的流变理论与应用研究
5.Investigation about Freezing Wall s Design Theories in the Bridge Foundation Engineering;桥梁基础工程冻土墙设计的流变理论研究
6.The Interaction Laws between Ice Wall and Supporting Structure in Circular Deep Excavation;深基坑中圆形冻土墙与内衬相互作用的探讨
7.Finite Element Analysis for the Coupled Problem of Temperature and Stress Fields in Excavation of Deep Foundation Pit Conserved by Frozen Soil Wall;冻土墙围护深基坑温度场和应力场耦合有限元分析
8.Equivalent-trapezoid method of average temperature calculation for multi-row-pipe straight frozen soil wall多排管直线冻土墙平均温度的等效梯形计算方法
9.The nature of the soil is the main factor determining the heaving charactor, therefore if the heaving soil were displaced with non-heaving soil, such as sand or gravel the retaining wall be protected.在一定条件下将挡土墙后冻胀土换填成非冻胀土，则可达到防治墙体冻胀破坏目的。
10.Study with the prevention and control measures on the "frost heave damage" about artificial lakeshore retaining wall人工湖岸挡土墙“冻害”与防治措施研究
11.Abstract: Hydraulic retaining walls in seasonal cold region are often destroyed by breaking, declining and movement resulted from soil heaving behind walls.文摘:季节冻土区水工挡土墙，常因墙后土体冻胀而产生断裂、斜、平位移等形式的破坏。
12.Hydraulic retaining walls in seasonal cold region are often destroyed by breaking, declining and movement resulted from soil heaving behind walls.季节冻土区水工挡土墙，常因墙后土体冻胀而产生断裂、斜、平位移等形式的破坏。
13.Modeling of Ammonia Emission from Indoor Concrete Wall with Antifreeze含防冻剂的混凝土墙体中氨的释放模型研究
14.Experimental Study on Water Migration of Reinforced Retaining Wall in Freezing-Thawing Cycle加筋挡土墙冻融循环过程中水分运移试验研究
15.Test and analysis of development of depth of seasonal-thawing of L type retaining wallL型挡墙冻土融化深度变化趋势测试及分析
16.In permafrost areas in the Soviet Union or Canada or Alaska, ice has been used effectively for walling and roofing.在苏联、加拿大或阿拉斯加的永久冻土地区，冰一直很有效地用来做墙和屋顶。
17.RESEARCH OF GROUND FROZEN DEPTH IN SEASONALLY FROZEN AREAS季节性冻土地区土壤冻结深度的研究
18.Research on the Forming and Thawing of Frozen Soil Walls by Artificial Ground Freezing Method;人工地层冻结冻土帷幕形成与解冻规律研究
相关短句/例句
frozen wall冻土墙
1.In spite of the properties of its convenience to engineering application, Sanger-Sayles formula, a method frequently used in thermal calculation of artificial frozen wall expending, is the solution of Fourier's thermal equation with the axisymmetric boundary conditions far from the practical engineering.用于人工冻土墙形成过程相关计算的Sanger -Sayles经验公式虽然有便于工程使用的优点 ,但由于该公式是Fourier热传导方程在轴对称条件下的求解结果 ,与实际工程条件相差甚远。
2.Numerical calculation was carried out of stress and deformation of the frozen wall around a deep pit.对某深基坑冻土墙的受力与变形进行了数值模拟。
3.Sanger-Sayles formula, a method frequently used in thermal calculation of artificial frozen wall expending, is the solution of Fourier′s thermal equation describing the axisymmetric problem with single value of thermal physical parameters.用于人工冻土墙形成过程相关计算的 Sanger- Sayles经验公式是 ,Fourier热传导方程在单值热物理参数轴对称条件下的求解结果 ,对结构形成过程中冻结管吸热的计算采用了不合理的温度分布假设 ,计算结果不能令人满意。
3)artificial ice wall人工冻土墙
1.Research on associative action with artificial ice wall and liner under concrete hydration heat;混凝土水化热条件下人工冻土墙与内衬结构共同作用研究
2.Re-distribution of temperature field of artificial ice wall affected by heat of concrete hydration;混凝土水化热对人工冻土墙温度场分布的影响
4)the width of the frozen soil wall冻土墙厚度
1.This paper proposeb the closed population technolodge for the support of deep-pit in such as silt or quicksand complex stratarn,gives the design calculation of the width of the frozen soil wall and the depth of the fixing,and how to check the stability of the frozen soil wall.针对一些含淤泥或者流砂等复杂地形的深基坑支护问题,介绍了人工冻结技术这一支护手段,并给出了冻土墙厚度和嵌固深度的设计计算方法以及如何进行冻土墙稳定性验算,为今后人工冻结技术在深基坑支护中的推广应用提供了依据。
5)arch-top frozen soil wall连拱冻土墙
6)frozen continuous walls冻土连续墙
延伸阅读
冻土层此图为弗兰格尔岛冻原冻土层(tundra)，亦作冻原或苔原，语出萨米语tūndra(tundar的属格)，意思是“无树的平原”。在自然地理学指的是由于气温低、生长季节短，而无法长出树木的环境；在地质学是指零摄氏度以下，并含有冰的各种岩石和土壤。一般可分为短时冻土（数小时、数日以至半月）、季节冻土（半月至数月）以及多年冻土（数年至数万年以上）。地球上多年冻土、季节冻土和短时冻土区的面积约占陆地面积的50%，其中，多年冻土面积占陆地面积的25%。冻土是一种对温度极为敏感的土体介质，含有丰富的地下冰。因此，冻土具有流变性，其长期强度远低于瞬时强度特征。正由于这些特征，在冻土区修筑工程构筑物就必须面临两大危险：冻胀和融沉。中国的青藏铁路就有一段路段需要通过冻土层。工程师需要透过多种方法去使冻土层的温度稳定，以避免因为冻土层的转变而使铁路的路基不平，防止意外的发生。北极冻原的分布北极冻原的分布冻原依据其地理位置，可分为以下三类：1. 北极冻原、2. 南极冻原和3. 高山冻原。冻土带边缘的植物冻土带边缘的植物无论哪一类冻原，占优势的植物都是草、苔藓和地衣。在森林和冻原之间的过渡地带称为树木线。在地质学里有一门专科叫作冻土学，专门研究有关冻土层的地质特性。
