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191.
测试数据准确可靠的高应变法检测,能够定量分析基桩缺陷,准确判定缺陷位置。通过工程桩的低应变法和高应变法对桩身完整性判定分析的工程实例,结合钻芯法验证,总结高应变法在不同情况下对桩身完整性的评定。 相似文献
192.
通过宁德国际会展中心桩基工程的低应变法检测事例,提出了反射波形上出现与入射波反相反射波并不一定仅是土层反应,断桩也可能导致低应变波形出现明显的反相反射波,进而对该桩基质量进行全面分析、评价,对桩基检测结果作出判断。 相似文献
193.
Investigating the effect of soil models on deformations caused by braced excavations through an inverse-analysis technique 总被引:1,自引:0,他引:1
In this study, a series of inverse-analysis numerical experiments was performed to investigate the effect of soil models on the deformations caused by excavation by using the finite element method. The nonlinear optimization technique that was incorporated into the finite element code was used for the inverse-analysis numerical experiments. Three soil models (the hyperbolic model, pseudo-plasticity model, and modified pseudo-plasticity model) were employed in the intended numerical experiments on a well-documented excavation case history. The results indicate that wall deflection due to excavation can be accurately back-figured by each of the three soil models, while the ground surface settlement can be reasonably optimized only by the pseudo-plasticity model and the modified pseudo-plasticity model. Importantly, the modified pseudo-plasticity model can yield more reasonable simulations when the wall deflection and the ground surface settlement are simultaneously back-figured. The results show that selection of an adequate soil model that is capable of adequately describing the stress–strain-strength characteristics of the soils is essentially crucial when predicting the excavation-induced ground response. 相似文献
194.
Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation 总被引:1,自引:0,他引:1
The two stress-state variable approach has been widely used in interpreting unsaturated soil behaviour. However this approach cannot take into account the effect of degree of saturation or water contents on the stress–strain behaviour and strength of unsaturated soils. The triaxial test results presented in this paper show that even if the same path of net stress and suction is followed, the stress–strain relation and strength are different due to different degrees of saturation. When other conditions are the same, the higher the degree of saturation for the soil sample is, the higher the stress ratio corresponding to a given axial strain will be. This effect can be modeled by using an elasto-plastic constitutive model coupling hydraulic and mechanical behaviour of unsaturated soils. Comparisons between the predicted and measured results are presented, which demonstrate that the model can quantitatively simulate the influence of the degree of saturation on stress–strain behaviour and strength of unsaturated soils. 相似文献
195.
196.
????Z???ζ????????????????ο?????FLAC??3D??????о????????????????????????9??????????????????????й???????????????о?????????????λ???????м????????????????????м??????????????????????????????Щ??????????й???????Щ???????????й??????????????????????????д?????????????????????????? 相似文献
197.
坛紫菜耐低盐品系的选育与特性分析 总被引:5,自引:1,他引:4
本实验室采用人工诱变技术获得一个坛紫菜耐低盐品系(YZ-7),为了验证该品系的耐低盐性状能否遗传,本文对其壳孢子和F1叶状体的低盐耐受性分别进行了测试,并以坛紫菜野生品系(WT)作为对照,结果表明:在不同盐度下培养2周的YZ-7和WT的壳孢子,在26盐度组存活率无显著差异;在15盐度组,YZ-7的壳孢子存活率和假根发生率分别比WT提高了34%和35%;在8和5盐度组,YZ-7的壳孢子存活率、分裂率及假根发生率分别比WT提高了65%、32%和62%,以及137%、80%和154%;在3盐度组,YZ-7的壳孢子存活率和分裂率分别比WT提高了458%和171%,其中约44.9%的YZ-7壳孢子萌发体能形成假根,而WT的壳孢子萌发体基本上不长假根。在26盐度中培养35d后的F1叶状体再分别在26、15、8、5和3盐度下培养30d,YZ-7叶状体的特定生长率分别为WT的1.7、1.9、1.5、1.6和1.6倍,绝对生长率分别是WT的3.4、4.1、1.8、2.0和1.6倍。此外,YZ-7叶状体的叶绿素荧光活性(PSⅡ最大光量子产量、实际光量子产量)及三种主要光合色素(叶绿素a、藻红蛋白和藻蓝蛋白)的含量也明显高于WT。上述结果证实,坛紫菜选育品系YZ-7是一个耐低盐且生长快的优良品系,其优良性状可稳定传递给下一代,有望被培育成适宜栽培的新品种。 相似文献
198.
The influence of non-coaxial constitutive model on predictions of dense sand behavior is investigated in this paper. The non-coaxial model with strain softening plasticity is applied into finite-element program ABAQUS, which is first used to predict the stress-strain behavior and the non-coaxial characteristic between the orientations of the principal stress and principal plastic strain rate in simple shear tests. The model is also used to predict load settlement responses and bearing capacity factors of shallow foundations. A series of centrifuge tests for shallow foundations on saturated dense sand are performed under drained conditions and the test results are compared with the corresponding numerical results. Various footing dimensions, depths of embedment, and footing shapes are considered in these tests. In view of the load settlement relationships, the stiffness of the load-displacement curves is significantly affected by the non-coaxial model compared with those predicted by the coaxial model, and a lower value of non-coaxial modulus gives a softer response. Considering the soil behavior at failure, the coaxial model predictions of bearing capacity factors are more advanced than those of centrifuge test results and the non-coaxial model results;besides, the non-coaxial model gives better predictions. The non-coaxial model predictions are closer to those of the centrifuge results when a proper non-coaxial plastic modulus is chosen. 相似文献
199.
利用福建省41个GPS基准站2011—2014年的观测资料,运用GAMIT/GLOBKl0.4软件及块体整体旋转线性应变模型,得到了福建省各测站及分块的水平运动速度场和块体上的应变图像。通过分析研究2011—2013和2011-2014两个时段速度场和应变场的特征,为福建省未来地震活动判定提供形变依据。 相似文献
200.