共查询到18条相似文献，搜索用时 906 毫秒
1.
液限和塑限是土力学和岩土工程非常重要的基本稠度指标.延吉市区内的粘性土的液、塑限之间存在着线性相关关系.其相关方程为塑限=0.514×液限 1.732.此方程的相关分析结果为相关系数等于0.98;方差分析结果为高度显著,工程实践检验有96%的试样误差在10%的范围内,说明此方程有意义. 相似文献
2.
液塑限试验是土工试验的重要项目之一,塑限试验一般用手工操作,人为因素大、效率低,但局部地区塑限与液限却有如ωｐ＝ａ＋ｂωＬ的近似线性相关公式。这样用液限就可直接计算塑限,是简捷快速,提高效率的较好方法。本文就郑州市区西部的８个工程１６６组土样用数理统计的最小二乘法主同了塑限与液限的相关公式。 相似文献
3.
土体的压缩模量、液限和塑限等物理力学参数是工程地质勘察测试的重要项目,根据广东西部沿海铁路初测的土体物理力学试验,分析了压缩模量、压缩系数、液限、塑限、塑性指数、液性指数等参数与孔隙比、含水率、密度等参数之间的相关关系。通过回归关系式初步估计不易直接测得的指标,节约了测试时间和试验成本。 相似文献
4.
鉴于软土的含水率、塑限、液限等工程性质指标的理论定义和试验测试结果不完全吻合,同时考虑到软土中不同形式的水对软土工程性质的不同影响和实际工程中应用习惯,建议废弃软土含水率的理论定义,而将软土含水率定义为软土中除强结合水外其它水的质量与土的固体颗粒质量之比,这里软土固体颗粒中粘粒定义为粘土矿物聚集体与其表层强结合水的组合体,这样使软土含水率理论定义与试验测试的结果相统一。软土的塑限（wP）、液限（wL）以及由此而派生的塑性指数（IP）和液性指数（IL）都是通过重塑土的测试获得的,未考虑软土天然结构对这些指标数值的影响,建议通过对软土结构研究,能提出一个结构影响系数,进而修正试验获得的数据,使这些指标更接近天然软土的实际。同时根据粘粒与水相互作用的特点和软土中各种形态水对软土状态和变形机制的影响,把塑限和液限的含义予以修正,塑限是软土中弱结合水的最小含量,而液限是弱结合水最大含量并有一定数量自由水。 相似文献
5.
本文通过对松嫩平原西部齐齐哈尔、大庆等地粉土及粘性土612组液限与塑限、塑性指数的对比试验数据的相关分析,建立了液限与塑限、塑性指数间的回归方程。回归方程的相关系数分别为0.897、0.931,经验关系高度显著。 相似文献
6.
某一级公路路基填土膨胀性试验 总被引：1，自引：0，他引：1
通过对某一级公路路基填土的天然含水量、液限、塑限、颗粒组成、矿物成分、自由膨胀率、胀缩总率等试验研究，运用塑性图，并综合各项指标对路基填土的膨胀性做了评价。结果认为，此路基填土为高液限和塑限的淤泥质软土，天然状态下具有弱膨胀性。通过对路基填土的击实试验和承载比试验表明，填土压实之后具有一定的膨胀性，在含水量变化差异性影响下的胀缩变形可能导致路基开裂。 相似文献
7.
细粒土的塑性指标（塑性指数和液限）是综合表征土中小粒含量与粘粒中亲水矿物含量的敏感指标,是细粒土分类的最主要的依据。本文通过对取自不同地区的一些土样进行液限、塑限合测定,分别测试出种土样的１７ｍｍ液限、１０ｍｍ液限和塑限。探讨不同液限标准下细粒土塑性指数之间的关系。 相似文献
8.
液限、塑限是细粒土的两个重要物理指标。采用解析法计算液塑限联合试验测得的数据,由此确定出的液限、塑限值较其它方法方便、快捷、准确。编制成ＢＡＳＩＣ程序上机处理工效很高。这一方法是细粒土液塑限联合试验中成果确定的一个重要方法。 相似文献
9.
氯与硫酸根比值对硫酸盐渍土工程性质影响的研究 总被引：8，自引：0，他引：8
对含氯化钠硫酸盐渍土的盐胀量，液限，塑限进行了试验分析，提出了不同硫酸钠含量水平下氯与硫酸根比值，即Ｃｌ＾－／ＳＯ４＾２－与盐胀率，Ｃｌ＾－／ＳＯ４＾２－与液限、塑限之间的计算公式，对从Ｃｌ＾－／ＳＯ４＾２－角度评判盐渍土的工程性质具有一定参考意义。 相似文献
10.
针对部分细粒土进行了室内落锥法确定液限和塑限的试验研究,试验结果表明：对于一些细粒土在双对数坐标上圆锥下沉深度与含水率之间的关系并非线性关系,无法依据线性关系确定液、塑限;采用规程建议的3个含水率范围有时根本无法获得有效试验数据,采用规程建议的3个含水率范围确定得到粉土的液、塑限试验结果的可靠性有待商榷;采用直线段试验数据确定的液、塑限进行分类可能出现相互矛盾甚至错误的结果。进一步试验结果表明：对于黏粒含量高于13 %的粉土,由于其抗剪强度以凝聚分量为主,落锥法适用,所测塑性指数能够反映其可塑性;对于部分黏粒含量低于13 %的粉土及外观接近粉土的粉砂,由于其抗剪强度以颗粒间摩擦分量为主,落锥法不再适用,所测塑性指数不能反映其可塑性。 相似文献
11.
Matthias Kuhle 《GeoJournal》1986,13(4):331-346
On the slopes of Himalayan Mountains there is a reduction and culmination of glaciation at 7000–7200 m asl. The presumed cause for this is that the surface temperatures on these slopes are too low for glaciation. This working hypothesis was verified with temperature measurements using collected infra-red radiation. The regression analysis of the measurements taken in the Mt. Everest region during sunny weather conditions of the post-monsoon season resulted in a 0°C line at 7000–7200 m asl. The coincidence of the 0°C line with the upper limit of glaciation is causally definable with the copula between the function of temperature and snow metamorphism: since it is too cold above 7000–7200 m asl, metamorphism into perennial or galcial ice through settling or sintering is absent or simply too slow. High relief and drifting hinder here the processes of ice-formation through pressure compaction of the dry-snow accumulation caused by molecular diffusion and recrystallization. Above 7200 m only continuous leeward accumulations of shifting snow on wall sections with moderate inclination lead to the formation of seracs. However, glaciation generally ceases at this level. This additionally confirms another study. It has been proven that Himalayan glaciers with catchment areas over 7000 m do not extend further downward than those glaciers whose catchment areas just reach this altitude. A break in balance at 7100 m asl is thereby confirmed, and the upper glacial limit is proven. Above the glacial region a rocky zo ne adjoins with pergelic conditions even in the surface layer. This zone is covered by snow during monsoon season only. Here, the weathering processes take place in an arid environment without thawing and purely by means of temperature variations below 0°C. They could correspond to those occurring on a larger scale on the planets of our solar system.A lowering of the upper glacial limit by at least 660 or 1200 m respectively, analogous to the Pleistocene snow-line depression reconstructed in S Tibet and the Central Himalayas, is assumed during the Ice Age.The author gratefully acknowledges the translation of this paper rendered by Dr. J. A. Hellen, Newcastle-upon-Tyne. 相似文献
12.
Ying Zi Cui Yu-Jun Duc Myriam Benahmed Nadia Bessaies-Bey Hela Chen Bo 《Acta Geotechnica》2021,16(4):1101-1111
Acta Geotechnica - Previous studies stated that, with increasing salinity, the decreased liquid limit for expansive soils was attributed to the shrinkage of diffuse double layer, while the... 相似文献
13.
对屈服条件与屈服函数的极值条件进行了讨论,在不需要流动法则的情况下建立了速度方程。平衡方程、屈服条件与屈服函数的极值条件、速度方程就是土体极限分析的基本方程。这样,对荷载、速度边界条件（包括荷载与速度边界同时存在）,均构成了完备的极限平衡问题。对边坡稳定问题的上、下限定理给出了严密的证明,并建立了求解极限平衡问题的广义极限平衡法,均质土的计算结果表明,圆弧滑动面的广义极限平衡法与对数螺旋面的上限解法基本一致。 相似文献
14.
Carlos M. Duarte Núria Marbà Dorte Krause-Jensen María Sánchez-Camacho 《Estuaries and Coasts》2007,30(4):652-656
The power of equations predicting seagrass depth limit (Zc) from light extinction (K
z) was tested on data on seagrass depth limits collected from the literature. The test data set comprised 424 reports of seagrass
colonization depth and water transparency, including data for 10 seagrass species. This data set confirmed the strong negative
relationship betweenZ
c andK
z. The regression equation in Duarte (1991) overestimated the realized seagrass colonization depths at colonization depths
< 5 m, while there was no prediction bias above this threshold. These results indicated that seagrass colonizing turbid waters
(K
z 0.27 m-1) have higher apparent light requirements than those growing in clearer waters. The relationship between seagrass colonization
depth and light attenuation shifts at a threshold of light attenuation of 0.27 m-1, requiring separate equations to predictZ
c for seagrass growing in more turbid waters and clearer waters, and to set targets for seagrass restoration and conservation
efforts. 相似文献
15.
7月2日,北京市第三批限价房地块常营乡限价地块招标文件发布,当天即有北辰、城建、华润、懋源、万通、万科、富力、招商、金融街、国华职业、永泰、保利等北京知名房地产公司争买标书。这是自今年3月以 相似文献
16.
湖南第四纪地层划分及其下限 总被引：4，自引：0，他引：4
根据第四纪沉积物特征、孢粉组合、古脊椎动物、古地磁等有关资料，将湖南省区内第四系地层自老至新划分为：泪罗组、新开铺组、陈家咀组、白沙井组、马王堆组、白水江组、丁蜀组及水陆洲组等。原划为早更新世湖仙山组或伍家峪组均为上新世乃至中新世地层，并确定其第四纪下限为２５ＭａＢ．Ｐ． 相似文献
17.
Ronald E. Cohen 《Physics and Chemistry of Minerals》1986,13(3):174-182
A statistical mechanical analysis of the limiting laws for coupled solid solutions shows that the random model, in which the configurational entropy is calculated as if atoms mix randomly on each crystallographic site, is correct as a first approximation. In coupled solid solutions, since atoms of different valence substitute on the same sites, significant short-range order which reduces the entropy can be expected. A first-order correction is rigorously obtained for the entropy in dilute binary short-range ordered coupled solid solutions: $$\bar S^{{\text{XS}}} {\text{/R = }}Q\left( {{\text{e}}^{--H_{\text{A}} /{\text{R}}T} \left( {\frac{{H_{\text{A}} }}{{{\text{R}}T}} + 1} \right) - 1} \right)N_2^a N_4^b ,$$ where Q is the number of positions an associated cation pair can assume per formula unit, H A is the association energy per formula unit, and N 2 a and N 4 b are the site occupancy fractions for atoms 2 and 4 that are dilute on sites a and b. S XS is the configurational entropy minus the random model entropy. Aluminous pyroxenes on the joints diopside-jadeite and diopside-CaTs are examined as examples. A generalization for dilute multiple component solutions, including possible long-range ordering variations is given by: $$\frac{{\bar S^{{\text{XS}}} }}{{\text{R}}}{\text{ = }}\sum\limits_i {\sum\limits_j {\sum\limits_k {Q_i } } \left( {{\text{e}}^{--H_{\text{A}}^{j{\text{ }}k{\text{, }}i} /{\text{R}}T} \left( {\frac{{H_{\text{A}}^{j{\text{ }}k{\text{, }}i} }}{{{\text{R}}T}} + 1} \right) - 1} \right)N_j^l N_k^m ,} $$ where i labels each crystallographically distinct pair, j and k label atomic species, l and m label crystallographic sites, and the N's are site occupancy fractions for the solute atoms. A total association model is examined as well as the partial association and random models. Real solution behavior must lie between the total association model and the random model. Molecular models in which the ideal activity is proportional to a mole fraction, which in itself is not always unambiguously defined, do not lie in this range and furthermore have no physical justification. 相似文献
18.
Using the finite element method, the static and kinematic methods of limit analysis provide tools to solve many stability problems in mechanics of continuous media. The classic problem of the height limit of a Tresca or Mises vertical slope subjected to the action of gravity stems naturally from this theory in plane strain. Although the exact solution to this problem remains unknown, the present work has produced precise bounds using the static and kinematic approaches conjointly: the height limit is now between 3·760 and 3·786 C/ γ, γ being the weight per unit volume and C the soil cohesion. These tests also show that both methods, used on current workstations with industrial optimization codes such as XPRESS or OSL, are capable of solving any plane problem of limit loads in geotechnics or in structural calculus. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献