岩土力学参数的概率分布类型直接影响岩土工程可靠性分析的计算结果和精度。
The probabilistic model of rock and soil mechanics parameters affects the results and precision of reliability analysis and design.
矿山沉陷灾害科学是地质学、生态学、采矿学、岩土力学、信息科学、管理科学和社会学之间的交叉边缘学科。
The mine subsidence disaster discipline is the frontier crossing branch of science among geology, ecology, mining, rock soil mechanics, information science, management science and sociology.
本文对武汉岩土力学研究所近十年桩基检测工作进行了较为系统的介绍和综述，包括：桩基检测技术的应用研究及采用的检测方法；
The testing works on pile foundations including the applicability of the research results and the testing methods adopted in recent decade is introduced and summarized in this paper.
在数据库中大量数据的支持下，对岩土力学参数的取值方法进行了研究。
Based on the mass datum in database, the methods of choosing rock and soil mechanic parameter have been researched.
挡土墙侧向压力的大小与岩土力学性质、墙高、支护结构形式及位移方向和大小等因素有关。
The size of the lateral pressure retaining wall is relative with soil and rock mechanics properties, wall, supporting structure form and displacement direction and size.
土力学课程是岩土工程专业和其它相关专业非常重要的一门专业基础课。
To Geotechnical Engineering and other related specialties, Soil Mechanics is one of the important courses.
土力学与岩石力学和工程地质一起并称为岩土工程的三门专业基础课。
Soil mechanics, rock mechanics and engineering geology are the three basic courses for geotechnical engineering discipline.
为确定岩土力学中的渗透系数，需考虑渗透系数与体积含水量之间的关系。
There are important research meanings about the relation between osmosis coefficient and volume water content in Geotechnical Mechanics.
土体剪切波速是土力学研究与岩土工程设计的关键参数之一。
The shear wave velocity in soils was the main parameter generally used in soil mechanics researches and geotechnical engineering practices.
提出了一种用于评估多参数随机变异情况下岩土力学非线性数值模拟结果可靠性的多维高效直接积分型随机分析方法。
A high efficient direct integration method is proposed for evaluating the variation effect of nonlinear numerical simulation results of geomechanics subject to multi-random parameters.
根据瑞雷面波在层状介质中的传播理论，波速的变化可以反映出岩土力学性质的变化。
Based on the theory of Rayleigh wave propagation in layer medium, the variation of wave velocity can reflect the variation of rock and soil mechanical property.
岩土工程中的非连续变形计算和数值模拟是岩土力学与工程领域中的前沿课题之一。
Discontinuous deformation computations and numerical simulations are important topics in geomechanics and are catching more and more attention.
目前土力学方法预测水库塌岸时还没应用可靠度计算，因为一般预测工作中没有足够的岩土测试结果；
Soil mechanic with probability analysis has not been applied in reservoir bank erosion because of inadequate testing data for soil.
为解决路基土力学课题，分析时多采用与岩土材料力学性质相适应的弹性、粘弹性以及塑性理论。
Usually, Elastic, plastic and viscoelastic theories are used in FEM to solve soil mechanics problems of embankment.
岩土力学文献情报工作是科研工作的不可分割的一部分。
The information work is a part unable to separate with scientific research of rock and soil mechanics.
在这些试验所获结果基础上，分析了黄土的岩土力学性质，尤其是黄土的湿陷性。
On the basis of the results obtained, the geotechnical properties of loess, especially its collapsibility are analyzed.
研究表明，压电陶瓷传感器在岩土力学研究和工程实践中有广阔的应用前景。
It was shown that piezoelectric sensors could be widely and effectively used in researches and practices of geotechnical engineering.
边坡设计的稳定性规划取决于理论分析方法和岩土力学性质参数选择两个方面。
There are two aspects influencing on stabilization planning, which are theoretical analysis method and selection of the mechanical property parameters of soil and rock mass.
应变局部化问题已经成为岩土力学研究的一个重要课题，边坡的稳定性分析必然要考虑这种应变局部化对边坡的稳定性影响。
Strain localization is a very important subject in rock and soil mechanics; the influence of strain localization on slope stability must be considered.
岩土介质的应变软化问题是岩土力学研究的难点和热点。
The research of strain-softening is a hot topic in engineering.
岩土介质的应变软化问题是岩土力学研究的难点和热点。
The research of strain-softening is a hot topic in engineering.
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