Analysis on Cr~(6+) pollution resistibility for different soils;
不同类型岩土对六价铬的抗污染性分析
A theoretical study on the impulse response of hammer-pile-soil system in high strain dynamic pile test;
高应变动力试桩中重锤-桩-岩土冲击响应的理论研究
Review and discussion on the constitutive model of soil;
岩土本构模型研究的回顾和讨论
Damage diagnoses of geotechnical media by analyzing wavelet-field spectra of stress wave;
应力波小波域谱分析的岩土介质损伤诊断
The article briefly discusses and explains problems should be paid attention to in geotechnical investigation taking the geotechnical engineering properties of Taiyuan as an example.
文章简要讨论了岩土工程勘察工作各个环节中应重点注意的问题,并以太原地区岩土工程特性为例,对此进行了说明。
As the reason of design and building and management, this paper introduces reason of slide of geotechnical channel at the operation and suggests the treatment methods.
阐述了岩土渠道由于设计、施工和管理等方面的原因,在运行过程中出现滑坡的原因和处理的方式。
Experiment study on electro-magnetic emission character of rock and soil in process of uniaxial compression loading;
岩土单轴压缩过程的电磁辐射特性实验研究
Design of anchor-earth-retaining wall for rock and soil engineering;
岩土工程中锚杆挡土墙的设计
As far as highway engineering is concerned,rock and soil is the solid foundation as well as the significant components of it.
岩土条件对公路路基路面、桥涵、隧道等各类构造物的稳定性、耐久性、安全性、经济性影响显著。
Dynamic analysis on a pyramid penetrating into rock;
关于棱柱杆侵彻岩土的动力学分析
On this basis,the dynamics on a pyramid penetrating into rock is investigated.
在此基础上,根据动量定理和功能守恒定律,建立了棱柱杆侵彻岩土时的动力学模型。
On causes of destruction of highway rock soil side slope;
公路岩土边坡破坏机理浅析
To facilitate the on site measurement of physical properties of media in engineering applications, a simplified heat transfer analytical method is proposed to determine the thermal conductivity of deep layer rock soil.
为便于工程上实现应用现场测量确定实际介质的物性,采用一种简化的传热分析方法确定深层岩土导热系数。
Some progresses were presented on the field of rock and soil mechanics for the past few years.
介绍了近年来在岩土力学领域方面取得的一些进展:①关于岩石疲劳破坏试验方面的实验结果。
A new and large self-servocontrol test equipment of true triaxial compression used in physical model tests of rock and soil mechanics is introduced in this paper.
介绍了用于岩土力学物理模型试验的大型自动控制的三轴压力试验设备的概况。
To simulate the strain localization in the failure process of geomaterials,a model with embedded localized softening bands incorporating into the idea of strong discontinuities is presented.
针对岩土介质结构在破坏过程中局部化变形的问题,结合位移不连续的思想,提出内嵌局部软化带模型来捕捉结构中的局部化带。
Considering the Laplace operator of plastic strains in the double yield functionst,he control equations of the generalized gradient-dependent plasticity model are established to describe both the strain localization characteristics and the basic mechanical characteristics of geomaterials.
它有望在较全面地反映岩土介质基本力学性质的同时,也合理解释岩土介质的应变局部化现象。
Impact of reclamation by blasting mountains on environment and geotechnical engineering in Wenzhou;
温州劈山围海造地对环境及岩土工程的影响
Relations between mining geotechnical engineering and mine development;
煤矿岩土工程与煤矿发展关系探讨
Automatic modeling method of numerical analysis in geotechnical engineering based on 3D geologic model;
基于三维地质模型的岩土工程有限元自动建模方法