全省地貌类型齐全，岩土体类型复杂。
There are the complete morphologic types and complex rock soil mass types.
地下工程施工影响范围内的岩土体称为围岩。
The rock and soil masses effected in underground engineering is called surrounding rock.
不良岩土体分布广。
锚杆(索)是一种应用广泛的岩土体工程加固措施。
Bolt, one kind of reinforcement measure, is well accepted in rock and soil engineering practice.
本文介绍了河南省岩土体类型及其主要工程地质特征。
The rock soil mass types and main engineering geological characteristics in Henan Province have been introduced in this paper.
试验结果表明，岩土体的抗剪强度是随含根量的增加而提高。
Result of the test indicate, shear strength of rock and soil mass improved with the increase of root content.
用弹性地基系数法，计算了弹性桩作用于桩侧岩土体的应力。
By elastic foundation coefficient method, this paper calculated lateral stress that elastic pile ACTS on surrounding rock soil.
根据岩土体骨架的平衡方程和虚功原理建立应力场平衡方程。
Based on balancing equation of framework of rock and soil and the principle of virtual work, the stress balancing equation can be acquired.
长大隧道涌水的发生与地下水和岩土体的特性有密切的联系。
Water inflow in long and large tunnel has intimate relationship with the feature of groundwater and rock mass.
极端复杂岩土体破坏准则研究。东北大学学报，1995，增刊。
Research hon failure criterion of complex rock masses. Rock Mechanics in China, Scienece Press, Beijing, 1995.
岩土体材料大都表现出分形分布，具有自相似性特征或尺度不变性。
The geotechnical materials mostly show fractal distribution, and they have self-similar or scale invariability.
工程区岩土体的工程地质性质研究历来是水利水电工程中研究的重点。
Study on the engineering geology property of the rock-mass and soil-body is always the keystone in the water and electricity field.
复反应法是用来分析地震动力作用下岩土体动力性质的有限元方法之一。
Complex analysis is an effective finite element method to simulate the dynamic response of rock soil mass to earthquake.
但是取定值的方法不能考虑边坡工程地质条件和岩土体参数的不确定性。
However the certain method can not take into account uncertainties of geologic conditions and geomechanics parameters in site.
通过锚杆的支护加固，岩土体的强度和稳定性能够得到显著的改善和提高。
It can improve the strength and stability of ground, rock mass, and other structures.
通过实验研究，每一层的岩土体的破碎和断裂尺寸可以用悬臂梁的断距来确定。
With experimental study, the crush and rift size of every rock and soil layer can be defined with the fault separation of the cantaliver.
针对连续与非连续两种地面沉降剖面类型，引入了岩土体的粘弹性模型分析法。
For the two types of measured continuous and non-continuous subsidence sections, the paper introduces the analysis of viscoelastic model of rock and soil mass.
而有的天然岩土体不经改造就无法承受建筑物的荷载，更无法成为工程结构物。
Some natural ground can't bear building load and can't be parts of building structure at all, if it hasn't been transformed.
岩土体应力状态靠近极限状态线时，岩土体塑性剪切变形越来越大，趋于破坏；
The plastic deviatoric deformation becomes larger and larger and geomaterials tend towards to damage, when the stress state of geomaterials is close to the critical state line.
围岩稳定是指一定时间内，在地质力或工程荷载作用下，岩土体不产生破裂或失稳。
The stable surrounding rock refers to rock and soil masses does not produce break or loses steadilying under vary geological strength or the project loading in certain periods.
本学位论文以拟建纳子峡水电站为依托工程，研究了坝区岩土体的主要工程地质性质。
With the support of the Nazi Gorge water power station which is going to be built, the graduate paper studies the main engineering geology properties of the rock-mass and soil-body in the dam area.
分析岩土体类型及其工程地质特征，是治理环境工程地质问题、防治人为灾害的基础。
To analyse the rock soil mass types and its engineering geological characteristics are the basis of harnessing environmental engineering geologies and preventing and controlling man made calamities.
地面沉降速率受岩土体类型的影响，沉降漏斗与粘性土地层厚度的分布基本是一致的；
The speed rate of Land subsidence is influenced by soil type, so the distribution of subsidence funnel accounts with that of the clay soil thickness;
土钉作为一项原位岩土体的加固技术，目前已广泛应用于深基坑支护及边坡加固工程中。
As the reinforcement technique for in-situ soil, soil-nailing supporting has been widely applied to the foundation pit excavation and slope protection engineering at present.
激发的震波在工程岩土体中传播，检测其波动力学参数，来测试岩土体的工程力学性质。
The wave' s dynamics parameters are detected to test rock' s and soil' s body engineering mechanics properties through wave' s transmitting in rock' s and soil' s body.
研究表明，不同尺寸岩土体试样强度的实验结果不同，按纤维束强度理论解释较为吻合；
The research indicates that different sizes of specimens result in different values of soil shear strength, and this phenomenon can be well explained using the strength theory of fibrous bunchiness.
在水敏性岩土体中进行钻孔灌注桩施工时，泥浆的失水量指标是钻孔能否成功的重要因素。
The Water loss is the important character of the slurry when drilling in water-sensitivity soil.
水在膨胀性岩土中发挥着至关重要的作用，而膨胀岩土体中的水分分布随空间和时间而改变。
Water plays an important role in expansive rock and soil mass, and its distribution varies with space time.
岩土体是地质历史的产物，有着特定的物质组分和结构构造，从而表现出复杂的工程力学性质。
As a product of geological history, rock and soil media process their special compositions and fabric structures so that their engineering behavior is very complicated.
水-岩作用造成的岩土体强度劣化及水力学效应一直被认为是水库岸坡稳定性降低的两个因素。
The deterioration of rock mass strength and the hydraulic effect caused by water-rock interaction have been well known as the two factors that could weaken the stability of reservoir bank.
应用推荐