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低液限粘土
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  low liquid-limit clay
     In this paper, by regression analysis on bearing capacity and physical properties of 135 samples with low liquid limit, experiential regression formulae are obtained. Based on these formulae, bearing capacity tables of low liquid-limit clay are given.
     本文通过对135份低液限粘土资料中的承载力与土的物性指标进行回归分析,得到了经验回归公式,并据此给出了低液限粘土的承载力表。
短句来源
     It was shown that salt expansion value of low liquid-limit clay was accumulated before the sixth freezing and thawing cycles,but the increment of salt expansion was reduced gradually with increasing cycles;
     试验结果表明:低液限粘土前五次冻融循环过程中盐胀具有较好累加性,随着冻融循环次数的增加,盐胀量增长速度逐渐降低;
短句来源
  low liquid limit
     On Construction of Weak Frozen and Low Liquid Limit Clay Foundation In the Area of Northeast China
     浅谈东北地区弱冻低液限粘土路基施工
短句来源
     With the example of Suibei highway, the paper expounds the general construction method of filling the weak frozen and low liquid limit clay foundation in the area of Northeast China.
     结合绥北公路建设实例,阐述东北地区弱冻低液限粘土路基填筑施工的一般方法。
短句来源
     Research the regularity of void ratio of clay subbase(high or low liquid limit) and silt subbase(low liquid limit) and dry density under the water influence.
     研究粘性土(高、低液限粘土)路基和低液限粉土路基的空隙率、干密度受水影响后体积变化的规律;
短句来源
     The result of the tests shows that moving patterns of water and solute in low liquid limit clay under several freezing and thawing cycles are generally consistent with water and solute migrating upwards.
     试验结果表明:经多次冻融循环,低液限粘土试样水分重分布与盐分重分布有很大的一致性,水分和盐分自下而上迁移;
短句来源
     Both the water and the solute in low liquid limit clay with sand move to the cold end under freezing and thawing cycles and the profile of ion indicates higher concentration in middle than in both ends.
     含砂低液限粘土试样冻融循环过程中,易溶盐均随水分向冷端面迁移,离子剖面呈现中间大两端小的趋势;
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  low liquid limit clay
     On Construction of Weak Frozen and Low Liquid Limit Clay Foundation In the Area of Northeast China
     浅谈东北地区弱冻低液限粘土路基施工
短句来源
     In this experiment, it main aims at the representative soil group—low liquid limit clay, fine sand and fine grave in the region of Xinjiang. By the device, the freezing temperature experimentation was proceeded , and the frost heaving coefficient and thaw-settlement coefficient were calculated .
     利用该装置针对新疆天山地区典型土质——低液限粘土、细粒土质砂、细粒土质砾进行了冻结温度试验和冻胀系数及融沉系数的计算。
短句来源
     The result of the tests shows that moving patterns of water and solute in low liquid limit clay under several freezing and thawing cycles are generally consistent with water and solute migrating upwards.
     试验结果表明:经多次冻融循环,低液限粘土试样水分重分布与盐分重分布有很大的一致性,水分和盐分自下而上迁移;
短句来源
     Both the water and the solute in low liquid limit clay with sand move to the cold end under freezing and thawing cycles and the profile of ion indicates higher concentration in middle than in both ends.
     含砂低液限粘土试样冻融循环过程中,易溶盐均随水分向冷端面迁移,离子剖面呈现中间大两端小的趋势;
短句来源
     With the example of Suibei highway, the paper expounds the general construction method of filling the weak frozen and low liquid limit clay foundation in the area of Northeast China.
     结合绥北公路建设实例,阐述东北地区弱冻低液限粘土路基填筑施工的一般方法。
短句来源
  “低液限粘土”译为未确定词的双语例句
     Through test road research of entity engineering and indoor experiment, this paper studies parameter of roadability and the scope of variety of low liquid limited clay,and advances the implement election of construction raming,construction craft and test method and appraisal means of compacting quality.
     结合实体工程试验路研究和室内试验,研究了低液限粘土的路用性能参数及其变化范围,提出了低液限粘土路基的压实机具选择、施工工艺以及压实质量检测评价方法。
短句来源
     this article evaluates and analyses the immersion stability and settlement rule of low liquid limited clay subgrade at the same time.
     同时对低液限粘土路基的浸水稳定性及变形沉降规律进行了评价分析。
短句来源
     Secondly, the geotechnical data of 8 projects in eastern China are reclassified to ML 、 CL、 MH and CH according to W_L and I_P.
     其次,对华东地区8个工程场地的土性参数按照液限和塑性指数的大小重新分为低液限粉土、低液限粘土、高液限粉土和高液限粘土四类。
短句来源
     Contract E1 of Shang-jie highsway in Chongqing lies in heavy mountain area, in which there are many ditches, paddy fields, and ponders with water. There is lower liquid limit clay in the ditches. The thickness of the clay is from 3 to 10 meters.
     重庆上界高速公路E1合同段所经路线位于重丘区,冲坳沟多,且地表多为水田、鱼塘、藕池,常年积水,沟谷中多为低液限粘土,厚度3~10m不等。
短句来源
     By now,most of reinforced soil wall filled by sands can work successfully,but when filled by loess,mid-low liquid limit and high liquid limit clay,the reinforced soil wall can not work naturally and should be studied farther.
     目前为止,加筋土挡墙采用的填土大多是砂性土,在这种情况下取得的结果与实测结果较相吻合,但当填土为黄土、中低液限粘土及高液限粘土时,加筋土挡墙失败的例子较多,还有待于进一步的研究。
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When the methods of stabilizing on sandsoil of low liquid limit, silt and bearing soil of low liquid limit along the line of Tang Harbour Expressway were studied, the dynamic elastic module of all kinds of semi rigid materials were determined. The relationships between static parameter and dynamic elastic module of stabilized sandsoil were analysed. A new method to determine the parameter for semi rigid materials with stabilized sandsoil is explored.

对唐港高速公路沿线粉质低液限砂土、粉砂以及低液限粘土加固方案进行研究的同时,分析测定了各类半刚性材料的动弹性模量,并研究了各类稳定土的静力学指标与动弹性模量的相关性,探讨了测定稳定砂土类半刚性材料参数的新途径.

Along the line of Tang Harbour Expressway in province Hebei there are bearing silt sandsiol of low liquid limit and siltsand in great mojority sections, only in few sections there are bearing soil. To find out the rational method of stabilizing sandbase in this region the scientific experiments are made in Lab combined with geographical、soil distribution and material with stabilized soil in Tangshan region. The mechanism of strength formed and factor of influence on strength are explored.

唐港高速公路沿线大多路段为粉质低液限砂土及粉砂,只有少量路段为低液限粘土,为了提出该地区合理的砂基层加固方案,结合唐山地区自然地理条件、沿线土质分布状况以及稳定类材料供应情况进行了砂基层加固科学试验研究,并对稳定土的强度形成机理及影响因素进行了探讨。

Contract E1 of Shang-jie highsway in Chongqing lies in heavy mountain area, in which there are many ditches, paddy fields, and ponders with water. There is lower liquid limit clay in the ditches. The thickness of the clay is from 3 to 10 meters. The clay almost shows as plasticity and some presents as soft plasticity with much water. The clay is of small modulus of compression, large settlement, and little bearing capacity. The clay belongs to soft foundation. High embankments and some culverts have to be built...

Contract E1 of Shang-jie highsway in Chongqing lies in heavy mountain area, in which there are many ditches, paddy fields, and ponders with water. There is lower liquid limit clay in the ditches. The thickness of the clay is from 3 to 10 meters. The clay almost shows as plasticity and some presents as soft plasticity with much water. The clay is of small modulus of compression, large settlement, and little bearing capacity. The clay belongs to soft foundation. High embankments and some culverts have to be built on it, so designers adopt gravel pile to deal with soft foundation. This paper analyzed and estimated the construction process, construction control index and affection of gravel pile.

 重庆上界高速公路E1合同段所经路线位于重丘区,冲坳沟多,且地表多为水田、鱼塘、藕池,常年积水,沟谷中多为低液限粘土,厚度3~10m不等。粘土多呈可塑状,部分为软塑状,含水量大,孔隙比高,压缩模量小,沉降量大、承载力小,属于软弱地基。高填方路基和部分涵洞位于软基上,设计采用碎石桩进行处理。本文就碎石桩施工工艺、施工控制指标以及施工后效果进行分析与评价。

 
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